high tension cable barrier performance evaluation summary

ALBERTA TRANSPORTATION

HIGH TENSION CABLE BARRIER PERFORMANCEEVALUATION STUDYHIGHWAY 2:18 TO HIGHWAY 2:24, AIRDRIE TO NORTH OF INNISFAILHIGHWAY 3:30 TO HIGHWAY 2:32, JCT. OF HIGHWAY 2A TO LEDUC

REPORT

OCTOBER 2013ISSUED FOR USEEBA FILE: E32101112.006

EBA Engineering Consultants Ltd. operating as EBA, A Tetra Tech Company14940 - 123 Avenue

Edmonton, AB T5V 1B4 CANADAp. 780.451.2121 f. 780.454.5688

This page intentionally left blank.

HIGH TENSION CABLE BARRIER PERFORMANCE EVALUATION STUDY

EBA FILE: E32101112.006 | OCTOBER 2013 | ISSUED FOR USE

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High Tension Cable Barrier Performance Evaluation Study on Highway 2.docx

EXECUTIVE SUMMARY

This report presents the safety and operational performance of the High Tension Cable Barrier (HTCB)

installed in the median on 122 km of Highway 2 (Control Section 2:18 to Control Section 2:24 and Control

Section 2:30 to Control Section 2:32) between Airdrie and Red Deer and in the vicinity of Leduc.

The installation of the HTCB system on 122 km of Highway 2 was completed in June 2010.

EBA Engineering Consultants Ltd. operating as EBA, A Tetra Tech Company (EBA) had undertaken the

preliminary engineering, design, and construction supervision for this HTCB installation project. The

construction costs of HTCB installation on Highway 2 were available from the Highway 2 construction

project summary report (EBA 2010). The repair and maintenance costs and collision information along the

HTCB section of Highway 2 were available from the Alberta Transportation (AT) Office of Traffic Safety.

Using this available information, this study evaluates the safety and operational performance of the

installed HTCB system on Highway 2.

Based on the maintenance contractor’s records of observed operational characteristics and safety

performance to date, the HTCB system has been highly effective. AT retained EBA to undertake a more

rigorous evaluation of the collision reductions and the costs and benefits of the HTCB installation by

utilizing actual before-and-after data from police records, as recorded in AT’s Collision Information System.

Note that the “before” period for this study is defined as five years and three months from January 2005 to

March 2010; and the “after” period is defined as the 18 month period from July 2010 to December 2011.

The purpose of this study is to evaluate the operational, safety, and economic performance of the HTCB

system installed in the median of Highway 2. The following summarizes the main objectives of the study:

Communicate with and obtain information from the Red Deer District office.

Evaluate the operational impacts of the HTCB on maintenance contractor workload considering

maintenance records, mowing and snow clearing and additional maintenance efforts due to the

presence of HTCB system.

Analyze all reported (to police) and unreported (from the maintenance contractor’s records) collisions

with the HTCB in terms of collision type, temporal and spatial distribution, descriptions provided by

AT and maintenance records.

Compare the collision rate, frequency, and severity before and after the installation of HTCB.

Estimate annual societal cost, document construction and annual maintenance costs, and estimate the

annual savings and payback period for the HTCB using AT’s Benefit Cost Analysis Guidelines (2005).

These objectives collectively constitute the evaluation of the HTCB system to confirm the performance in

various ways. This evaluation will be of use to justify future use of HTCB on Alberta highways.

The main source of the before-and-after study data used in this report was AT’s Collision Information

System. This was supplemented, as appropriate for comparison and other purposes, by data and

comments from AT’s Operations Manager in Red Deer and from the maintenance contractor.



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The installation of the HTCB in the median of Highway 2 resulted in some additional operations and

maintenance activities including regular HTCB-system maintenance, changes to snow clearing and mowing

practices and development of traffic accommodation strategies to allow safe execution of all these

activities. The location of the HTCB (near the centre of median, along the shoulder edge of the highway or

offset along the highway) is a big factor in how maintenance and operations activities are completed. The

HTCB is maintained by Alberta Highway Service Ltd. (AHS) who provided feedback on the maintenance

activities to EBA.

Some of the maintenance benefits of working with or repairing the cable barrier are as follows:

In most cases post replacement can be completed a lot quicker than conventional W-Beam rail, as bent

HTCB posts are simply pulled out of the socket and a new post inserted.

Crews can handle longer sections of damage in a day as opposed to W-Beam rail.

Winter post replacement poses only minor problems as opposed to summer post replacement.

Smaller crews can handle the work in comparison to other types of barriers.

Smaller crews means reduced repair cost compared to W-Beam or other barriers.

The re-tensioning process is relatively simple, once learned, and can be completed in a timely manner

after repairing of damage sections, and the re-tensioning must be completed after any section is hit.

Splicing of the cable if needed is a relatively simple process with the right knowledge and equipment.

After a hit the barrier is still functional in most cases and will continue to do its job to a degree until

repairs are completed (AHS finds that this holds true unless the cables are laying on the ground).

It appears the cable can withstand many hits without compromising strength or integrity of the cable

itself.

AHS are unaware of any instance when the cable broke from anything other than being cut by first

responders or others.

Some of the maintenance drawbacks of working with or repairing the cable barrier are as follows:

Escape routes for maintenance workers while working in the driving lanes along the cable barrier

when it is beside the paved shoulder are now eliminated or compromised greatly. Workers can no

longer just run into the ditch.

In some cases, short duration work, that only took minutes in the absence of the HTCB and could be

performed without traffic accommodation, now requires a full traffic accommodation strategy (TAS) as

the contractor cannot directly get off the road to complete the work. (e.g., sign repairs, culvert

steaming) in the median.

Locations where the barrier is installed near the shoulder edge, there is reduced space for parking of

maintenance vehicles. This is an added risk for the contractors’ workers as they must now cross

driving lanes, find a way into the median or, in some cases, must have traffic control.



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An activity as routine as removing a road kill from the inside lane when the barrier is installed at the

edge of asphalt can no longer be done from the inside lane. Workers must either drag the animal

across the outside driving lane when traffic allows, (this causes great exposure and risk to

maintenance workers) or drag the animal under the barrier and find a way to get inside the median to

pick it up, (this cannot be done in the winter or wet weather) or use traffic control such as signs and

flag people.

The previous issue also applies to the activity of debris removal from the median. Workers must take

the debris from the surface of the inside travel lane to a vehicle that is parked on the outside shoulder.

This results in increased exposure of workers to traffic and the dangers associated with the surface of

any highway. This can also only be done when weather and seasonal conditions permit. AHS workers

are requested not to lift objects over the barrier due to potential hazards of lifting on slopes or uneven

ground. This process has added a lot of extra time to routine maintenance and operations activities.

Narrow sections of median where the barrier is in the bottom of the median now forces mowing

tractors onto the shoulder of the highway. In some cases traffic accommodation is now required.

Some cases where the barrier transitions from the ditch bottom to the shoulder mowing tractors are

forced onto the shoulder of the highway. This leads to increased risk and large delays while waiting

for gaps in traffic so moving can be completed.

Trimming of the grass along the length of the barrier exposes the contractors’ workers to greater risk.

One such section is near the Olds overpass where the barrier is near the centre of the ditch but the

median is narrow and there are very narrow paved shoulders. This results in workers being within

arms-length of traffic travelling at highway speeds. Due to limited space, maintenance vehicles cannot

be safely accommodated without the use of signage and a lane closure in order for the trimming to be

completed safely. This also causes delays in the traffic and increases driver frustration.

Snow removal where the barrier is on the edge of the shoulder has also been a concern. With the

barrier on the shoulder it is no longer possible to clear snow to the ditch to push the snow further into

the median. The snow now just builds against the barrier when ploughing is unable to throw the snow

past the HTCB. This can be cause for further drifting and snow build up as well as snow removal issues

should the need arise. In the spring, melting snow can be trapped and held on the shoulder of the

highway due to the snow banks that have accumulated over the winter. Removal of the snow can only

get so close to the barrier should it be needed.

During the most recent seven year period of collision data, from January 2005 to December 2011, about

5,155 collisions were reported along the HTCB sections of Highway 2 (along 122 km of highway).

However, these reported collisions include collisions on crossroads, overpasses, interchange loops and

ramps along Highway 2. For the analysis purpose of this study, all the collisions on crossroads, overpasses,

ramps of interchanges along Highway 2 were excluded from consideration, and only collision types

involving the median were considered in this study. Based on this criterion, from January 2005 to

December 2011, 1,348 median collisions occurred on the HTCB sections of Highway 2.

The effect of the HTCB system on the overall safety performance of the study section of Highway 2 was

evaluated by utilizing the Empirical Bayes method contained in AASHTO Highway Safety Manual (2010).



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For individual segments of Highway 2, there was a great variation in safety effectiveness with respect to

property damage only (PDO) collisions, with estimates between a 108% increase and an 83% decrease.

Similarly, injury collision estimates varied between a 28% increase and an 89% decrease while fatalities

varied between a 39% increase and a 100% decrease. The composite safety effectiveness values of 43.4%

(based on the Illinois Safety Performance Function) and 59.9% (based on the HSM Safety Performance

Function) for casualty collisions on Highway 2 are higher (i.e., better) than those reported in the HSM

(29%) and also than the Deerfoot Trail study (27.9%). The effectiveness for fatalities on Highway 2, the

composite value of 57.9% reduction, is also higher than the calculated effectiveness of 32.5% on Deerfoot

Trail. The increase in all-collisions is much less than expected (since the barrier, by its presence, is

expected to increase PDO collisions), but this may be due in part to a change in reporting levels for PDO

collisions. The reporting limit for collisions was raised from $1,000 to $2,000 on January 1, 2011 and as a

result the PDO collisions in the after period in the collision database may be significantly lower, given the

low severity of many collisions apparent from the number of unreported barrier hits noted during the

initial review of barrier placement. Fortunately, the reporting limits for injury and fatal collisions were

unchanged and this is the key indicator in terms of reducing collision severity.

The summary results of the benefit-cost analysis are as follows. The capital construction cost of the HTCB

on 122 km of Highway 2 was $7,457,800 in 2010 dollars, equivalent to $56,090 per km of HTCB. The

annual maintenance cost of the HTCB is estimated as $465,129 per year in 2010 dollars, equivalent to

$3,498 per km of HTCB. This study confirms that the high tension cable barrier on Highway 2 has been

performing well with respect to safety and operations and has an estimated net present value (NPV) of

$37,930,000 million with a benefit-cost ratio of 2.60 and a NPV-capital cost ratio of 5.09 at the end of the 20

year design life. From an engineering and safety viewpoint, the preferred location for HTCB in depressed

medians is on the median sideslope near the shoulder. This high tension cable barrier has reduced the

severity of collisions, is highly cost effective, and can serve as a model for further application of this barrier

application in Alberta and in other Canadian jurisdictions.



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TABLE OF CONTENTS

EXECUTIVE SUMMARY................................................................................................................................i

1.0 INTRODUCTION................................................................................................................................. 1

1.1 Background and Site Location ......................................................................................................... 1

1.2 Purpose and Objective of the Study ................................................................................................. 2

1.3 Brief Review of the Experience with Cable Barriers in Other Jurisdictions......................................... 3

1.4 Organization of the Report ............................................................................................................... 4

2.0 DATA COLLECTION.......................................................................................................................... 4

2.1 Collision Data from Alberta Transportation (AT) ............................................................................... 4

2.2 Communication with AT’s Operations Staff for Highway 2 ................................................................ 5

2.3 Warranty Inspections and Communications With HTCB Supplier...................................................... 5

3.0 OPERATIONAL EFFECTS OF THE HIGH TENSION CABLE BARRIER ON HIGHWAY 2. 5

3.1 Repair of HTCB following Hits.......................................................................................................... 7

3.2 Inspection of HTCB System for the Measurement of Tension ........................................................... 8

3.3 Snow Clearing ................................................................................................................................. 8

3.4 Mowing............................................................................................................................................ 8

3.5 Traffic Accommodation Procedures/Practices .................................................................................. 9

3.6 Warranty Repair Inspection Issues................................................................................................... 9

4.0 COLLISION EFFECTS OF HIGH TENSION CABLE BARRIER ON HIGHWAY 2 ...............10

4.1 Collisions on HTCB Sections of Highway 2 by Year, Severity, and Primary Event........................... 10

4.2 Median Collisions Before the Installation of HTCB on Highway 2.................................................... 11

4.2.1 Severity of Median Collisions Before the Installation of HTCB............................................ 11

4.2.2 Spatial Distribution of Median Collisions along the HTCB Sections .................................... 12

4.3 Median Collisions After the Installation of HTCB on Highway 2....................................................... 12

4.3.1 Severity of Median Collisions After the Installation of HTCB............................................... 12

4.3.2 Spatial Distribution of Median Collisions with HTCB System ............................................. 13

4.4 Before and After Comparison of Median Collisions on the HTCB Sections of Highway 2 ................ 13

4.4.1 Safety Performance of HTCB According to Highway Safety Manual Methodology............. 14

5.0 BENEFIT-COST ANALYSIS OF HIGH TENSION CABLE BARRIER ......................................23

5.1 Alternative 1: Median Cable Barrier is not installed......................................................................... 23

5.1.1 Road Users’ Cost .............................................................................................................. 23

5.1.2 Collision Cost .................................................................................................................... 23

5.1.3 Capital Construction Cost and Maintenance Cost .............................................................. 24

5.2 Alternative 2: Median Cable Barrier is Installed .............................................................................. 24

5.2.1 Road Users’ Cost .............................................................................................................. 24

5.2.2 Collision Cost and Safety Benefits..................................................................................... 24

5.2.3 Capital Construction Cost of High Tension Cable Barrier on Highway 2 ............................. 25



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5.2.4 Maintenance Cost of HTCB............................................................................................... 25

5.3 Results of the Benefit-Cost Analysis............................................................................................... 25

5.4 Summary of the Benefit-Cost Analysis ........................................................................................... 26

6.0 HTCB PLACEMENT WITHIN MEDIAN........................................................................................26

7.0 CONCLUSIONS .................................................................................................................................28

8.0 CLOSURE.............................................................................................................................................29

APPENDICES

Appendix A

Appendix B

Appendix C

Appendix D

Appendix E

Collision Data

AT HTCB REpair Data

AT HtCB Operational Cost Data

Benefit-Cost Analysis Data Sheets

Gibraltar Cable Barrier Systems Anchor Plumb Letter



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LIMITATIONS OF REPORT

This report and its contents are intended for the sole use of Alberta Transportation and their agents. EBA Engineering

Consultants Ltd. does not accept any responsibility for the accuracy of any of the data, the analysis, or the recommendations

contained or referenced in the report when the report is used or relied upon by any Party other than Alberta Transportation, or

for any Project other than the proposed development at the subject site. Any such unauthorized use of this report is at the sole

risk of the user.



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1.0 INTRODUCTION

This report presents the safety and operational performance of the High Tension Cable Barrier (HTCB)

installed in the median on 122 km of Highway 2 (Control Section 2:18 to Control Section 2:24 and Control

Section 2:30 to Control Section 2:32) between Airdrie and Red Deer and in the vicinity of Leduc.

The installation of the HTCB system on 122 km of Highway 2 was completed in June 2010.

EBA Engineering Consultants Ltd. operating as EBA, A Tetra Tech Company (EBA) had undertaken the

preliminary engineering, design, and construction supervision for this HTCB installation project. The

construction costs of HTCB installation on Highway 2 were available from the Highway 2 construction

project summary report (EBA 2010). The repair and maintenance costs and collision information along the

HTCB section of Highway 2 were available from the Alberta Transportation (AT) Office of Traffic Safety.

Using this available information, supplemented by data from the maintenance contractor [Alberta Highway

Services Ltd. (AHS)], this study evaluates the safety and operational performance of the installed HTCB

system on Highway 2.

1.1 Background and Site Location

Highway 2 is a four-lane divided expressway in AT’s Service Class IA category. Highway 2 acts as a major

north south corridor and is one of the busiest highways in Alberta. Being inspired by the effectiveness of

the HTCB system installed on Deerfoot Trail (Highway 2:15) in Calgary, AT considered the installation

of a median cable barrier on approximately 122 km of Highway 2, from north of Airdrie to Red Deer, and

in the vicinity of Leduc, consisting of Control Section 2:18 to Control Section 2:24, and parts of

Control Section 2:30 and Control Section 2:32.

The total length of HTCB installed along the 122 km section of highway was 132.96 km. About 77.70 km of

HTCB (58% of the 132.96 km) were installed near the shoulder (near the top of the median sideslope) in

the northbound or southbound direction along 66.16 km of highway. There are two sections of highway

totaling 12.36 km (9.68 km near Red Deer and 2.68 km near Leduc) where HTCB was installed on the both

sides of the median near the shoulder for a length of 24.46 km of HTCB which are included in the shoulder

installation values above. The remaining 55.26 km of HTCB (42% of the 132.96 km) was installed in the

median ditch along 55.84 km of highway. Table 1 shows the lengths of HTCB installation along Highway 2.

EBA completed the preliminary engineering, detailed design and installation construction management (by

AHS, which won the construction tender using the Gibraltar Cable Barrier Systems TL-4 4 cable system) of

HTCB system on these sections of Highway 2 in June 2010.

Table 1: HTCB Installation on Highway 2 between Airdrie and Red Deer and Leduc Vicinity

Location of HTCB Highway Length (Highway-km) HTCB Length (Cable-km)

Near the Shoulder 66.16 77.70

In the Median Ditch 55.84 55.26

All 122.0 132.96

Figure 1 shows the locations of installed HTCB system on Highway 2 within the study area.



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Figure 1: High Tension Cable Barrier Locations

1.2 Purpose and Objective of the Study

Based on the maintenance contractor’s records of observed operational characteristics and the safety

performance to date, the HTCB system has been highly effective. AT retained EBA to undertake a more

rigorous evaluation of the collision reductions and the costs and benefits of the installation by utilizing

actual before-and-after data from police records, as recorded in AT’s Collision Information System.

Note that the “before” period for this study is defined as five years and three months from January 2005 to

March 2010; and the “after” period is defined as the 18 month period from July 2010 to December 2011.

The purpose of this study is to evaluate the operation, safety, and economic performance of the HTCB

system installed in the median of Highway 2. The following summarizes the main objectives of the study:

Communicate with and obtain information from the Red Deer District office.

Evaluate the operational impacts of the HTCB on maintenance contractor workload considering

maintenance records, mowing and snow clearing and additional maintenance efforts due to the

presence of HTCB system.

Analyze all reported (to police) and unreported (from the maintenance contractor’s records)

collisions with the HTCB in terms of collision type, temporal and spatial distribution, descriptions

provided by AT and maintenance records.

Compare the collision rate, frequency, and severity before and after the installation of HTCB.



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Estimate annual societal cost, document construction and annual maintenance costs, and estimate the

annual savings and payback period for the HTCB using AT’s Benefit Cost Analysis Guidelines (2005).

These objectives collectively constitute the evaluation of the HTCB system to confirm the performance in

various ways. This evaluation will be of use to justify future use of HTCB on Alberta highways.

1.3 Brief Review of the Experience with Cable Barriers in Other Jurisdictions

Non-tensioned cable barriers have been used for over 50 years on highway roadsides and medians.

However, the high tension cable barriers are a relatively recent technology implemented by highway

agencies around the world, particularly in Europe and the US; and the published literature of the effects of

these barriers is continuing to grow. A summary of some recent literature is presented below with a view

to placing in broad context the findings of the collision experience on Highway 2.

One of the most comprehensive North American studies of the collision effects of median cable barriers

(Ray et.al. 2009) reviewed experiences and performance of the barriers in 23 states. The results of the

analysis showed that there were significant reductions in cross median crashes for depressed medians with

moderate slopes but also noted that occasional penetrations of the barrier have occurred and the

placement of the barrier demands improved procedures. Nine studies reported reduction in fatal cross

median collisions and the reductions varied from 43% to 100%, with seven of the nine studies reporting

over 90% reduction. Of the five studies that reported reductions in all severities of cross median crosses

the reductions varied from 52% to 96%; four of the five studies reported over a 70% reduction. There

were eleven studies that evaluated the number of penetrations as a measure of effectiveness; six studies

reported greater than 95% effectiveness (that is less than 5% penetration rate), and only one study

reported more than 10% penetration of the barrier. In general, it is noted that the barriers do result in

more low cost PDO collisions – and the resulting need for barrier repairs – but that due to the relatively low

cost of the barrier and the effectiveness in reducing severe collisions, the performance is generally deemed

to be good across all studies.

HTCB installed in the medians nearly eliminate crossover fatal collisions, and in terms of other collision

types they significantly reduce the number of severe injury crossover collisions, but, like all median

barriers, tend to increase the number of PDO collisions because some errant vehicles which now hit the

cable barrier might have recovered in the median if the barrier had not been present. Since the economic

costs of fatal and serious injury collisions are much higher than PDO collisions, the overall economics of

HTCBs are highly favourable. Thus, a 2005 report by Washington State Department of Transportation,

which analyzed the before and after crossover crash data for 58 miles (94 km) of

low-tension or high tension cable barrier installations, concluded that the societal benefit of high tension

median cable barriers was $420,000 per mile, or $260,000 per km, annually (Washington State 2005). The

web site of the Association of State Transportation and Highway Officials (AASHTO) includes reports from

various US states regarding their experience with high tension cable barriers.

The use of HTCB in New Zealand (local terminology is wire rope barrier) has also been recently

documented in the literature (Crowther and Swears 2009) and summarizes a 9 km installation between

Auckland and Hamilton. This application of the HTCB on a flush “median” barrier was on a 2+1 road, which

is an undivided three-lane road with the middle lane used for passing in alternating direction of travel, and

the opposing traffic separated by the HTCB. For this installation there were no fatal collisions after the



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installation of the barrier and injury collisions were reduced by 40%. However, property damage only

(PDO) collisions were found to double after the installation of the barrier. The majority of the other

findings in the paper were related to the specific application of the HTCB to the 2+1 configuration.

Evaluation of the HTCB on Deerfoot Trail (Highway 2:15) in Calgary undertaken by EBA found reductions

in frequency and rate of severe collisions of 25% and 40%, respectively. An Empirical Bayes before and

after analysis indicated reductions of 27.9% for casualty collisions and 32.5% for fatal collisions. These

findings are consistent with the reported Crash Modification Factor (CMF) of 0.71 for all injury types in the

AASHTO Highway Safety Manual (2010). The benefit-cost analysis of the Deerfoot Trail HTCB indicated an

11.1 benefit-cost ratio, a payback period of less than a year and a net present value (NPV) to capital cost

ratio of 19.5.

1.4 Organization of the Report

This report is organized as follows:

Section 2: Describes the sources of data utilized for the study.

Section 3: Illustrates the operation and maintenance efforts of HTCB on Highway 2.

Section 4: Presents safety aspects of the HTCB on Highway 2 through detailed collision analysis.

Section 5: Benefit-cost analysis of the HTCB on Highway 2.

Section 6: Describes the lessons learned from the HTCB project on Highway 2.

Section 7: Conclusions of the report.

Section 9: Closure.

2.0 DATA COLLECTION

The main source of the before-and-after study data used in this report was AT’s Collision Information

System. This was supplemented, as appropriate for comparison and other purposes, by data and

comments from AT’s Operations Manager, Red Deer and from the maintenance contractor. Each is briefly

described below.

2.1 Collision Data from Alberta Transportation (AT)

The collision data for the periods, January 2005 to December 31, 2011 were supplied by Office of Traffic

Safety, AT from AT’s Collision Information System on the following sections of Highway 2:

Airdrie to Red Deer:

Highway 2:18 – km 9.74 to end of the control section (km 29.56)

Highway 2:20 – entire control section (km 0.00 to km 35.57)





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Near Leduc:

Highway 2:30 – km 32.55 to km 35.23

Highway 2:32 – km 0.00 to km 0.86

The HTCB system was installed along these sections of Highway 2. Note that, for convenience, these

sections of Highway 2 are defined as the ‘HTCB sections’ in this report. The focus of this study is the

collisions on HTCB section of Highway 2. AT’s collision data contained collisions on Highway 2 as well as

collisions on crossroads, interchanges and ramps along Highway 2. For screening out the collisions on

crossroads, interchanges and ramps, a number of logical searches were run in the collision description

item. A number of columns were created in the collision database for coding the crossroad collisions.

Following these procedures, only the collisions on Highway 2 were obtained screening out the collisions on

crossroads, interchanges and ramps. Vehicle types were unavailable in the data set provided by AT.

For analysis purpose of this study, all the collisions on crossroads, overpasses, ramps of interchanges along

Highway 2 were excluded from consideration, and only the collision types involving the median were

considered. Section 4 below provides relevant summaries and discussion. Details of the collision data

(median collisions on HTCB sections of Highway 2) are included in Appendix A.

2.2 Communication with AT’s Operations Staff for Highway 2

Operational cost data and observations of issues were provided by AT staff on an ongoing basis. Repair

data and tensioning data sheets were provided and compiled on a monthly basis. Feedback on issues was

provided as issues arose. Cost data for maintenance, repairs, replacement, washing, mowing, and specific

activities related to additional snow clearing were provided by fiscal year. Repair information provided by

AT is included in Appendix B.

2.3 Warranty Inspections and Communications With HTCB Supplier

The HTCB system was inspected by EBA, AT, and AHS following the first year of operations on

June 20, 2011. Issues noted included out of plumb anchor terminals, inadequate threading of turnbuckles,

missing reflectors, and poor drainage. Warranty repairs were delayed and a second inspection was carried

out on August 6 and August 7, 2013. Communications were initiated with the HTCB supplier, Gibraltar

Cable Barrier Systems, on September 23, 2013 to determine appropriate operational tolerances for the

plumb of the anchor terminals. A response letter from Gibraltar regarding allowable plumb tolerances for

the anchor terminals was received on October 7. The warranty issues are discussed in some detail in

Section 3.6 below.

3.0 OPERATIONAL EFFECTS OFTHE HIGHTENSION CABLEBARRIER ON HIGHWAY 2

The installation of the HTCB in the median of Highway 2 resulted in additional operations and maintenance

activities including regular system maintenance, changes to snow clearing and mowing practices and

development of traffic accommodation strategies to allow safe execution of all activities. The location of

the HTCB (near the centre of median, along the shoulder edge of the highway or offset along the highway)



6


plays a big factor in how maintenance and operations activities are completed. The HTCB is maintained by

AHS who provided feedback on the maintenance activities to EBA.

Some of the maintenance benefits of working with or repairing the cable barrier are as follows:

In most cases post replacement can be completed a lot quicker than conventional W-Beam rail, as bent

HTCB posts are simply pulled out of the socket and a new post inserted.

Crews can handle longer sections of damage in a day as opposed to W-Beam rail.

Winter post replacement poses only minor problems as opposed to summer post replacement.

Smaller crews can handle the work in comparison to other types of barriers.

Smaller crews means reduced repair cost compared to W-Beam or other barriers.

The re-tensioning process is relatively simple, once learned, and can be completed in a timely manner

after repairing of damage sections, and the re-tensioning must be completed after any section is hit.

Splicing of the cable if needed is a relatively simple process with the right knowledge and equipment.

After a hit the barrier is still functional in most cases and will continue to do its job to a degree until

repairs are completed (AHS finds that this holds true unless the cables are laying on the ground).

It appears the cable can withstand many hits without compromising strength or integrity of the cable

itself.

AHS are unaware of any instance when the cable broke from anything other than being cut by first

responders or others.

Some of the issues that have arisen since the installation of the cable barrier are related to safety of the

contractors’ workers and related issues which have been introduced to the routine maintenance that needs

to be performed in the median and around the HTCB. These issues are as follows:

Escape routes for maintenance workers while working in the driving lanes along the cable barrier

when it is beside the paved shoulder are now eliminated or compromised greatly. Workers can no

longer just run into the ditch.

In some cases, short duration work that only took minutes in the absence of the HTCB and could be

performed without traffic accommodation now requires a full traffic accommodation strategy (TAS) as

the contractor cannot directly get off the road to complete the work. (e.g., sign repairs, culvert

steaming).

Locations where the barrier is installed near the shoulder edge eliminates any parking of maintenance

vehicles. This is an added risk for the contractors’ workers as they must now cross driving lanes, find a

way into the median or, in some cases, must have traffic control.

An activity as routine as removing a road kill from the inside lane when the barrier is installed at the

edge of asphalt can no longer be done from the inside lane. Workers must either drag the animal

across the outside driving lane when traffic allows, (this causes great exposure and risk to

maintenance workers) or drag the animal under the barrier and find a way to get inside the median to



7


pick it up, (this cannot be done in the winter or wet weather) or use traffic control such as signs and

flag people.

The previous issue also applies to the activity of debris removal from the median. Workers must take

the debris from the surface of the inside travel lane to a vehicle that is parked on the outside shoulder.

This results in increased exposure of workers to traffic and the dangers associated with the surface of

any highway. This can also only be done when weather and seasonal conditions permit. AHS workers

are requested not to lift objects over the barrier due to potential hazards of lifting on slopes or uneven

ground. This process has added a lot of extra time to routine maintenance and operations activities.

Narrow sections of median where the barrier is in the bottom of the median now forces mowing

tractors onto the shoulder of the highway. In some cases traffic accommodation is now required.

Some cases where the barrier transitions from the ditch bottom to the shoulder mowing tractors are

forced onto the shoulder of the highway. This leads to increased risk and large delays while waiting for

gaps in traffic so moving can be completed.

Trimming of the grass along the length of the barrier exposes the contractors’ workers to great risk.

One such section is near the Olds overpass where the barrier is near the centre of the ditch but the

median is narrow and there are very narrow paved shoulders. This results in workers being within

arms-length of traffic travelling at highway speeds. Due to limited space, maintenance vehicles cannot

be safely accommodated without the use of signage and a lane closure in order for the trimming to be

completed safely. This also causes delays in the traffic and increases driver frustration.

In locations where the barrier is slightly offset from the surface we must now either expose tractors to

the surface in order to mow the 1 to 2 feet or expose hand trimmers to the area. Either way a very

dangerous situation.

Snow removal where the barrier is on the edge of the shoulder has also been a concern. With the

barrier on the shoulder it is no longer possible to clear snow to the ditch to push the snow further into

the median. The snow now just builds against the barrier when ploughing is unable to throw the snow

past the HTCB. This can be cause for further drifting and snow build up as well as snow removal issues

should the need arise. In the spring, melting snow can be trapped and held on the shoulder of the

highway due to the snow banks that have accumulated over the winter. Removal of the snow can only

get so close to the barrier should it be needed.

In some locations AHS completes washing of the highway infrastructure at night to limit the exposure

of workers to the travelling public as there is no escape route on the inside travel lanes now in some

locations. This also helps to avoid delays to traffic during peak periods of travel in daylight hours.

3.1 Repair of HTCB following Hits

The most common operational or maintenance issue is repairs to the system following a vehicle hit.

Repairs are relatively simple with the correct tools and training and can be completed faster than repairs to

other types of barriers. Repairs were carried out in accordance with the manufacturers repair procedure.

In Contract Maintenance Area 19 (from Highway 2:22 km 9.78 to Highway 2:24 km 36.44, covering

54.6 highway km) there were a total of 323 repairs during the first year and a half of operation while there



8


were 501 repairs in Contract Maintenance Area 29 (from Highway 22:18 km 9.74 to Highway 2:22 km 9.78,

covering 65.2 highway km). Maintenance data from Contract Maintenance Area 11 near Leduc was not

available. It is important to note that several of the repairs were undertaken at locations where two or

more vehicles had hit the barrier before it was repaired and the number of repairs may not accurately

reflect the number of barrier hits. Similarly, the reported collisions discussed in Section 4 comprise the

total of median related collisions, some of which may be reported collisions but which had not hit the cable

barrier. Repair data for CMA 19 and CMA 20 are separately included in Appendix B.

3.2 Inspection of HTCB System for the Measurement of Tension

Inspection of the entire HTCB installation is completed on an annual basis. However, the hits to the system

result in the inspection and tensioning of various segments much more frequently. Every time that a repair

to the HTCB is completed the segment is inspected and re-tensioned according to the manufacturers

specifications. Repairs are documented including the location of the repair, HTCB components replaced,

and a separate tension log records the ambient temperature and tension reading at the time of the repair.

3.3 Snow Clearing

One of the initial concerns with installing the HTCB was the potential for snow clearing equipment to

damage the barrier where it is placed near the shoulder. However, since the installation of the barrier

there have been no reports of snow clearing vehicles hitting the HTCB.

In general the HTCB has been noted to pose less of a snow drifting issue than other types of roadside

barriers. The small posts and negligible wind speed reduction created by the cables are noted as the main

reasons that little or no drifting results. This is seen to be a benefit of the HTCB compared to other barrier

types.

However, snow clearing has been found to be an issue in certain areas which are prone to drifting for other

reasons. In these locations the practice of clearing snow to the median resulted in a snow being ploughed

into a wall near the location of the HTCB. Concerns were raised about the impact of the snow on the

operation of the HTCB. Although the HTCB may not act in the same way as if it is unconstrained, the snow

would also act as a barrier and prevent vehicles from continuing through the median or from being

redirected into the travel lanes. Modifications to snow clearing practices in these areas have been

implemented to reduce the frequency of this occurrence.

3.4 Mowing

The only real issue noted with the HTCB is the trimming of grass in the median. The concern is mostly with

the safety of workers, rather than the cost of the trimming. AT is considering using the vegetation killer

Round-Up on either side of the barrier to kill the vegetation and eliminate the need for trimming. Some test

sections have been initiated and, if found to work, AT will consider spraying with Round-Up a 3 foot wide

strip under the HTCB. One of the concerns with spraying would be erosion if the root system is killed,

while public perception and environmental issues of spraying would be another concern. Another idea

being considered is the use of a bio-barrier matting around the HTCB. AT understands that the product has

chemicals which kill weeds for a minimum of 15 years and in some cases up to 25; however, it only



9


prevents weeds, so trimming would still be required. AT is exploring the possibility of a product to

eliminate all vegetation.

3.5 Traffic Accommodation Procedures/Practices

Traffic accommodation strategies (TAS) that are implemented for maintenance activities on the HTCB or

next to the HTCB are determined by several factors including barrier placement and traffic volumes.

Traffic accommodation can vary from a very simple strategy including a truck with an arrow board to a

very complex strategy involving lane closures. Each location and activity is discussed prior to

commencement of the work activity to ensure the proper TAS is implemented.

With the introduction of the HTCB to the median there is a need to adjust and look at every activity at every

location on a daily basis to ensure the safety of AHS workers and the travelling public. AHS and AT are

constantly reviewing TAS to ensure that both the workers and the traveling public are protected while

aiming to minimize exposure by completing the work quickly.

3.6 Warranty Repair Inspection Issues

The warranty inspection conducted in June 2011 identified several issues including 79 of 106 end terminal

anchors out of specification (25 mm). Of these terminals, 29 were measured to be 20 cm or more out-of-

plumb with a maximum observed of 40 cm. It is important to note that movement of the anchor terminals

was only noted where the pre-cast concrete or steel driven foundations had been used; no movement was

noted for the cast-in-place concrete foundations. The specification for the plumb of the end terminal

anchors is outlined in section 3.10.5, Maintenance and Repair (paragraph 2), of the Construction Contract is

as follows:

“Any anchor end terminal movement exceeding 25 mm within twelve months of the completed and

accepted installation will require redesign, approval by the Engineer, reconstruction of the system and re-

tensioning of the system by the contractor.’

This specification was based on a jurisdictional review of practices outside of Alberta. Tolerances for the

plumb of the end terminals were not specified by HTCB suppliers and the use of a measurable tolerance

used by other agencies seemed reasonable.

Other issues such as insufficient bolt thread in turnbuckles, missing reflectors, line posts out of plumb were

also noted in the 2011 warranty inspection report.

Due to foundation re-design and scheduling issues the warranty repairs were delayed and an inspection of

the HTCB was completed in August 2013. Anchors were found to have moved at 46 of the 79 locations

identified as out-of-plumb during the initial warranty inspection, with the maximum out-of-plumb value

now at 0.5 m. Other issues identified during the 2013 inspection included damaged sections, and end

terminal clips that are not connected to cables. Maintenance activities address many of these issues on an

ongoing basis and the plumb of the anchor terminals is expected to be corrected by AHS during the fall of

2013 or the spring of 2014.

Correspondence from Gibraltar Cable Barrier Systems (Mr. Mark Bloschock, P.E., Head of Engineering)

dated October 7, 2013 notes that the end terminals expected to perform properly within a tolerance of one



10


inch (25 mm) at the ground surface. Mr. Bloschock noted that Gibraltar Cable Barrier Systems has

designed a mow strip retrofit for the end terminal to prevent movement of the anchor to prevent additional

movement. The letter is included in Appendix E.

Based on the discussion with this one HTCB supplier it may be more appropriate to have the suppliers

specify their anchor terminal plumb specification based on system performance in the specification, rather

than specifying an arbitrary (possibly low) value that increases the cost of installation or maintenance. In

this case the manufacturer specification is the same as the specification EBA included in the contract

documents. However, basing the specification on the performance of the proprietary system would be

easily justifiable.

4.0 COLLISION EFFECTS OF HIGHTENSION CABLE BARRIER ONHIGHWAY 2

This section presents an overview of the total collisions and median related statistics on 122 km length of

Highway 2 where the HTCB has been installed. The safety and operational effects of the 132.96 km long

high tension median cable barrier installed along 122 km stretch of Highway 2 are also presented and

discussed in the sections below.

4.1 Collisions on HTCB Sections of Highway 2 by Year, Severity, and Primary Event

During the most recent seven year period of collision data, from January 2005 to December 2011, about

5,155 collisions were reported along the HTCB sections of Highway 2 (along 122 km of highway).

However, these reported collisions include collisions on crossroads, overpasses, interchange loops and

ramps along Highway 2. For the analysis purpose of this study, all the collisions on crossroads, overpasses,

ramps of interchanges along Highway 2 were excluded from consideration, and only collision types

involving the median were considered for analysis. Based on this criterion, from January 2005 to

December 2011, 1,348 median collisions occurred on the HTCB sections of Highway 2. Table 2 shows the

yearly variation of median collisions on Highway 2.

Table 2: Median-related Collisions on HTCB Sections of Highway 2 (January 2005 to December 2011)

Year/ Severity Fatal Injury PDO Total

2005 3 36 59 98

2006 2 51 88 141

2007 3 50 87 140

2008 3 49 101 153

2009 4 34 101 139

2010 (Pre-Construction) 0 11 31 42

2010 (During Construction) 0 4 32 36

2010 (Post Construction) 0 22 150 172

2011 3 33 389 427

Total 18 591 739 1,348



11


The table above shows a significant increase in PDO collisions following the installation of the HTCB.

However, there is a notable drop in fatal and injury collisions in 2010 and 2011. When the median-related

collisions on the HTCB sections of Highway 2 for all periods are broken down according to severity level,

1.33% of collisions (12 collisions) were reported as fatal, 43.84% (591 collisions) were reported as injury

collisions, and the remainder (54.82%, 739 collisions) were PDO collisions. The frequency of collisions on

the HTCB sections of Highway 2, from January 2005 to December 2011, is 1.58 median related collisions

per km per year.

The median collisions that occurred along the HTCB sections of Highway 2 can be divided into three

different periods of time based on the installation of the HTCB. The median collisions on the HTCB sections

of Highway 2 can be divided according to the following periods of time over the years:

collisions before the installation of the HTCB from January 2005 to March 2010 (5.25 years);

collisions during the installation of the HTCB from April 2010 to June 2010 (0.25 years); and

collisions after the installation of the HTCB from July 2010 to December 2011 (1.5 years).

4.2 Median Collisions Before the Installation of HTCB on Highway 2

Before the installation of the HTCB, 713 median collisions occurred in a 5 year and 3 month period

(January 2005 to March 2010) along the 122 km section of Highway 2 from north of Airdrie to Red Deer

and in the vicinity of Leduc where the HTCB system was installed in 2010. The frequency of median

collision along the HTCB sections of Highway 2 before the installation of HTCB is 1.11 collisions per km per

year. The median collisions on the HTCB sections of Highway 2 during the ‘before period’ were analyzed

according to the severity level and the spatial distribution along the highway and are presented in the

following sections.

4.2.1 Severity of Median Collisions Before the Installation of HTCB

Of the 713 median collisions that occurred along the HTCB sections of Highway 2 from January 2005 to

March 2010, 15 collisions were reported as fatal collisions, 231 collisions were reported as injury

collisions, and the remaining 467 collisions were reported as PDO collisions.

The yearly variation of median collisions with respect to the severity levels along the HTCB sections of

Highway 2 is presented in Table 3.

Table 3: Severity of Median Collisions Before the Installation of HTCB (Jan 2005 to Mar 2010)

Severity / Year 2005 2006 2007 2008 2009 2010 (Jan. to Mar.) Total (5 years 3 months) %

Fatal 3 2 3 3 4 0 15 2.1

Injury 36 51 50 49 34 11 231 32.3

PDO 59 88 87 101 101 31 467 65.5

Total 98 141 140 153 139 42 713 100

It should be noted that at least two fatal collisions related to median occurred every year from 2005 to

2009 peaking in 2009 (4 fatal median related collisions). However, no fatal collisions were reported along

the HTCB sections of the highway in the three months of 2010 (January to March). The frequency of severe



12


collisions (fatal and injury) before the installation of the HTCB is calculated to be 0.38 collisions per km per

year.

4.2.2 Spatial Distribution of Median Collisions along the HTCB Sections

The collisions that occurred along the HTCB sections of Highway 2 before the installation of HTCB can be

divided according to control sections where the collisions had occurred. Table 4 presents the collision

statistics along different control sections on Highway 2 where the HTCB system was installed. See Figure 1

for geographic location of the control sections.

Table 4: Spatial Distribution of Median Collisions on Sections of Highway 2 Before the HTCB

(Jan 2005 to Mar 2010)

ControlSection/Severity

Fatal Injury PDO TotalLength of Highway

Section (km)

Frequency of Median Collisions

(collisions per km per year)

2:18 1 25 60 86 19.82 0.83

2:20 5 55 88 148 35.57 0.79

2:22 4 44 73 121 27.94 0.82

2:24 4 89 191 284 35.09 1.34

2:30 1 11 40 52 2.68 3.70

2:32 7 15 22 0.86 4.87

Total 15 231 467 713 121.96 1.11

The table above presents the number, and frequency of median collisions in the ‘before period’ along

different sections of Highway 2. The table reveals that highest number of median collisions occurred on the

HTCB sections of Highway 2:24. Considering the frequency and rate, the HTCB sections of Highway 2:32

accounted for the highest frequency followed by the HTCB sections of Highway 2:30.

4.3 Median Collisions After the Installation of HTCB on Highway 2

After the installation of the HTCB, 599 median collisions occurred in a 1 year and 6 month period along the

122 km section of Highway 2 from north of Airdrie to Red Deer and in the vicinity of Leduc. The frequency

of median collision along the HTCB sections of Highway 2 before the installation of HTCB is 3.27 collisions

per km per year. The median collisions on the HTCB sections of Highway 2 during the ‘after period’ were

analyzed according to the severity level and the spatial distribution along the highway and are presented in

the following sections.

4.3.1 Severity of Median Collisions After the Installation of HTCB

Of the 599 median collisions that occurred along the HTCB sections of Highway 2 in the after period,

3 collisions were reported as fatal collisions, 57 collisions were reported as injury collisions, and the

remaining 539 collisions were reported as PDO collisions.

The yearly variation of median collisions with respect to the severity levels along the HTCB sections of

Highway 2, following HTCB installation, is presented in Table 5.



13


Table 5: Severity of Median Collisions After the Installation of HTCB (July 2010 to December 2011)

Severity / Year 2010 (July to December) 2011 Total (1.5 years)months)

%

Fatal 3 3 0.5

Injury 22 35 57 9.5

PDO 150 389 539 90.0

Total 172 427 599 100

It should be noted that there were three median related fatal collisions in 2011 but none in the last half of

2010. The percentage of fatal and injury collisions are lower in the after period due to the large increase in

PDO collisions. However, the frequency of severe collisions (fatal and injury) after the installation of the

HTCB is 0.33 collisions per km per year, which is less than the equivalent value for the before period.

4.3.2 Spatial Distribution of Median Collisions with HTCB System

The collisions that occurred along the HTCB sections of Highway 2 before the installation of HTCB can be

divided according to control sections where the collisions had occurred. Table 6 presents the collision

statistics along different control sections on Highway 2 where the HTCB was installed.

Table 6: Spatial Distribution of Median Collisions on Sections of Highway 2 After the HTCB

(July 2010 to December 2011)

ControlSection/Severity

Fatal Injury PDO TotalLength of Highway

Section (km)

Frequency of Median Collisions

(collisions per km per year)

2:18 9 74 83 19.82 2.79

2:20 2 18 161 181 35.57 3.39

2:22 13 107 120 27.94 2.86

2:24 1 14 165 180 35.09 3.42

2:30 2 28 30 2.68 7.46

2:32 1 4 5 0.86 3.87

Total 3 57 539 599 121.96 3.27

The table above presents the number and frequency of median collisions in the ‘after period’ along

different sections of Highway 2. The table reveals that highest number of median collisions occurred on the

HTCB sections of Highway 2:20, and only one fewer collisions on 2:24. Considering the frequency and rate,

the HTCB sections of Highway 2:3 accounted for the highest frequency followed by the HTCB sections of

Highway 2:32. See Figure 1 for geographic location of the control sections.

4.4 Before and After Comparison of Median Collisions on the HTCB Sections ofHighway 2

The collision data on Highway 2 were supplied by AT’s Office of Traffic Safety from Alberta Collision

Information System (ACIS). Collision data was obtained for the period from January 2005 to

December 2011, inclusive. Collisions in this data set are coded with date, time, location, collision type, and

collision severity, direction of travel and many additional details, but not vehicle type. The collision

severity in this data set is categorized as PDO, injury or fatal. For the purposes of analysis, injury and fatal



14


collisions have been combined to obtain “casualty” collisions, and fatal collisions are also analyzed

separately.

As noted previously, the median collisions on this section of Highway 2 were divided according to the

following three periods of time for analysis purposes:

collisions before the installation of the HTCB (from January 2005 to March 2010);

collisions during the installation of the HTCB (from April 2010 to June 2010); and

collisions after the installation of the HTCB (from July 2010 to December 2011).

4.4.1 Safety Performance of HTCB According to Highway Safety Manual Methodology

The reported median collision counts, frequency, and collision rate are presented in Table 7 (before),

Table 8 (during) and Table 9 (after) for the three time periods by control section. The collision frequency is

the number of collisions reported for each control section divided by the length, while collision rates are

per 100 million vehicle kilometres traveled (100MVKT) which also takes into account the traffic volume for

each period. Collision rates are non-linear in nature (i.e., doubling the traffic does not necessarily double

the collisions) and this may be a drawback of the use of rates for comparisons. However, since they are

applied on similar segments of highway and the traffic volumes are very similar among the sites compared,

the comparison is deemed to be valid.

Table 7: Before-Period Collision Counts, Frequency and Rates by Control Section

Control

Section

Collision Counts Collision Frequency (Collisions/km)Collision Rates

(Collisions/100MVKT)

All

Collisions

Casualty

(Injury +

Fatal)

FatalAll

Collisions

Casualty

(Injury +

Fatal)

FatalAll

Collisions

Casualty

(Injury +

Fatal)

Fatal

2:18 86 26 1 4.3 1.3 0.1 7.79 2.35 0.09

2:20 148 60 5 4.2 1.7 0.1 8.93 3.62 0.30

2:22 121 48 4 4.3 1.7 0.1 8.80 3.49 0.29

2:24 284 93 4 8.1 2.7 0.1 18.46 6.04 0.26

2:30 52 12 1 19.4 4.5 0.4 35.39 8.17 0.68

2:32 22 7 0 25.6 8.1 0.0 33.92 10.79 0.00

Before the installation of the HTCB, 713 median collisions occurred on this section of Highway 2 over a 63

month period. During the three months of construction there were 36 collisions, none of which were fatal.

Following the construction of the HTCB there were 599 median related collisions within 18 months.

Changes in collision rates, presented in Table 10, suggest that there was an increase in all collisions, but

decreases in the rate of casualty and fatal collisions in general. The increase in the rate of all collisions is

largely attributable to the presence of the barrier which is itself a hazard that leads to a higher frequency of

low severity PDO collisions in the data (i.e., it is an object that can be hit that was not there before), while

preventing injury and fatal collisions.



15


Table 8: During-Period Collision Counts, Frequency and Rates by Control Section

Control

Section



All

Collisions

Casualty

(Injury +

Fatal)

FatalAll

Collisions

Casualty

(Injury +

Fatal)

FatalAll

Collisions

Casualty

(Injury +

Fatal)

Fatal

2:18 7 1 0 0.4 0.1 0.0 13.49 1.93 0.00

2:20 10 2 0 0.3 0.1 0.0 12.84 2.57 0.00

2:22 10 0 0 0.4 0.0 0.0 15.47 0.00 0.00

2:24 8 1 0 0.2 0.0 0.0 11.06 1.38 0.00

2:30 0 0 0 0.0 0.0 0.0 0.00 0.00 0.00

2:32 1 0 0 1.2 0.0 0.0 32.81 0.00 0.00

Table 9: After-Period Collision Counts, Frequency and Rates by Control Section

Control

Section



All

Collisions

Casualty

(Injury +

Fatal)

FatalAll

Collisions

Casualty

(Injury +

Fatal)

FatalAll

Collisions

Casualty

(Injury +

Fatal)

Fatal

2:18 83 9 0 4.2 0.5 0.0 24.65 2.67 0.00

2:20 181 20 2 5.1 0.6 0.1 36.59 4.04 0.40

2:22 120 13 0 4.3 0.5 0.0 30.48 3.30 0.00

2:24 180 15 1 5.1 0.4 0.0 41.18 3.43 0.23

2:30 30 2 0 11.2 0.7 0.0 69.69 4.65 0.00

2:32 5 1 0 5.8 1.2 0.0 25.38 5.08 0.00

Table 10: Spatial Distribution of Change in Collision Rates per 100MVKT by Control Section Before to

After (Positive=increase)

Control Section All Collisions Casualty Collisions Fatal Collisions

2:18 16.86 0.32 -0.09

2:20 27.66 0.42 0.10

2:22 21.68 -0.19 -0.29

2:24 22.72 -2.61 -0.03

2:30 34.30 -3.52 -0.68

2:32 -8.54 -5.72 0.00



16


Median collisions were also segregated by the location of the barrier installation in the median

(i.e., shoulder, median or both shoulders) and the resulting collision rates are shown in Table 11. The

collision rates when considering all collisions is highest for the locations with HTCB on both shoulders.

This is to be expected since the barrier is close to the lanes in both directions. Shoulder placement of the

HTCB has the next highest collision rate, and the ditch installations have the lowest rates, which is logical

since it is furthest from the travel lanes and provides the largest area for recovery.

When looking at the collision rates for the casualty collisions it appears that the locations with HTCB near

the shoulder have the lowest rate and that the rates for the ditch and both shoulder locations are similar.

However, the fatal collision rates indicate that the locations with HTCB near the shoulder were the highest;

however, since there were only 3 fatal collisions in the after period, this may be due to the rare and random

nature of fatal collisions.

Table 11: Collision Rates by Barrier Placement in the After Period

BarrierLocation

Collision Counts Segment Properties Collision Rates(Collisions/100MVKT)

AllCollisions

Casualty FatalLength

(km)

DailyTraffic

(WAADT)

AllCollisions

Casualty Fatal

Both Shoulders 94 8 0 12.87 33500 42.09 3.58 0.00

Ditch 267 29 1 55.92 29950 30.78 3.34 0.12

Shoulder 238 23 2 53.17 29510 29.28 2.83 0.25

The collision rates based on segmentation by median width, shown in Table 12, suggests that the rates for

all collisions are similar but that the casualty rates are higher in locations with a narrower median. This

may be in part due to the presence of hazards in the median, such as bases of overhead signs, or steeper

sideslopes which tend to be in these areas. All of the three fatal collisions occurred on the segments with

wider medians, and none on narrow median segments. However, this counter-intuitive result must await

further evaluation based on long term data, and a detailed consideration of pertinent local factors present

at the collision sites.

Table 12: Collision Rates by Median Width in the After Period

MedianWidth

Collision Counts Segment PropertiesCollision Rates


AllCollisions


(km)

DailyTraffic

(WAADT)

AllCollisions

Casualty Fatal

<= 9.0 m 80 10 0 17.43 28620 30.96 3.87 0.00

> 9.0 m 478 47 3 104.53 29980 29.45 2.90 0.18



17


The median sideslope on which a vehicle approaches the barrier can influence how a vehicle strikes the

barrier and therefore the performance of the HTCB. The collision rates based on the median sideslope are

presented in Table 13. Not surprisingly, the collision rates for the 4:1 sideslopes (steepest) resulted in the

highest rates when considering all categories of collision severity. Surprisingly, the areas with the flattest

sideslopes, 6:1 did not have the lowest collision rates; all are slightly higher than those of the 5:1 slope

segments. This finding is unexpected and may be a result of other confounding factors at the segments

with 6:1 slopes, e.g., better overall geometry of segments with flatter sideslopes may, speculatively, also

lead to higher rates of run off road collisions due to driver inattention or fatigue.

Table 13: Collision Rates by Roadway Side Slope in the After Period

Sideslope

Collision Counts Segment PropertiesCollision Rates


AllCollisions


(km)

DailyTraffic

(WAADT)

AllCollisions

Casualty Fatal

4:1 137 13 1 15.21 33260 52.28 4.96 0.38

5:1 314 30 1 73.16 29950 27.66 2.64 0.09

6:1 151 16 1 33.59 30060 28.87 3.06 0.19

The effect of the HTCB system on the overall safety performance of the study section of Highway 2 was

evaluated by utilising the Empirical Bayes method contained in AASHTO Highway Safety Manual (2010).

In this study, the Empirical Bayes method uses existing safety performance functions to predict average

crash frequency before and after the installation of HTCB. The EB method combines the observed crash

frequency (before period) and the safety performance functions predicted average crash frequency (before

and after periods) to estimate the expected average crash frequency in the after period if the treatment had

not been implemented. The comparison of the observed crash frequency in the after period and the

expected average after period crash frequency provides the effect of the HTCB system on overall safety

performance of the study section on Highway 2.

Safety performance functions for four lane divided roadway segments have not yet been developed for

Alberta highways specifically, but are included in the HSM. After review of available literature, the safety

performance functions developed for the road segments in the state of Illinois were used for the purpose of

this study. During the evaluation of the performance on Deerfoot Trail, the Illinois report was the only

reported safety performance functions for six lane urban freeway segments, and this report also provided a

model for four lane divided facilities. It is important to note that these models have been used assuming a

calibration factor of one, i.e. no adjustment to the Illinois safety performance function. The development of

a calibration factor using other sites was outside of the scope of this exercise. As a result, the use of these

models will correct the regression to the mean phenomenon but the magnitude of the correction will vary

between the two models applied. It is important to note that the development of a calibration factor for

Alberta Highways would be a useful exercise in future works and remove a limitation of this study, i.e,. a

deviation from the HSM Empirical Bayes method.



18


The main safety benefit of HTCB is derived from the reduction of fatal and injury collisions. For the

purpose of this study, the evaluation of the safety benefit was focused on the comparison of casualty

collisions (fatal and injury collisions combined) and fatal collisions before and after the installation of HTCB

system. The HSM models (HSM section 11.6.2) provides estimates for total collisions and casualty

collisions, while the Illinois models provide estimates for casualty collisions and fatal collisions. It is

important to note that, by definition of the models concerned, for these analyses all collisions are used, and

not just the median collisions. The models and parameters used for the Empirical Bayes analysis are

shown in Table 14. The use of models from both sources allows the examination of all three severities of

collisions and comparison of the two models for the casualty collisions.

The safety performance function for the casualty collisions (fatal and injury collisions combined) applicable

for a six-lane divided urban freeway, as developed in the HSM [9] and Illinois [10] are shown in Table 14:

N predicted= equation form shown in Table 14 (eq. 1)

where N predicted is the expected number of fatal and injury collisions per year, L is the segment length in

miles, and AADT is the average annual daily traffic for the length of the segment.

Using equation 1, the predicted crash (fatal and injury) frequency for the before period(N୰ ୧ୡ୲ ,) was

calculated. The tabulated input data for the Empirical Bayes analysis and the predicted collisions using

eq.1 are presented in Table 15 (Control Section 2:18 to Control Section 2:22) and Table 16 (Control

Section 2:24 to Control Section 2:32). Estimated collisions in 2010 for the before and after period are

weighted based on the number of months in each period. Based on the predictions and observed collisions

the Illinois model appears a better fit and would require a smaller calibration factor to be applied than the

HSM model if this data set were being used for calibration purposes.

Table 14: Safety Performance Function Formulae and Parameters

Parametersk Over-DispersionParameter FormulaIllinois Models N=(1/5)* L*(ea)*(AADT)b

A b d

Rural Freeway, 4 lanes, Fatal -10.575 0.881 20.675 k=d/L

Rural Freeway, 4 lanes, Casualty -6.687 0.804 3.934 k=d/L

HSM Models N=e(a+b* ln(AADT)+ln(L)))

Divided 4 lane, Casualty -8.837 0.958 1.687 k=1/(e^(d+ln(L)))

Divided 4 lane, Total -9.025 1.049 1.549 k=1/(e^(d+ln(L)))



19


The over-dispersion parameter (k) is given by:

=ௗ

(Illinois) ork=1/(e^(d+ln(L)))

(HSM)(eq. 2)

where d is the over-dispersion parameter and L is the length of the segment in miles. The weighted

adjustment for the before period is given by:

ݓ =ଵ

ଵା�∑ (ேು)ಳ�ು(eq. 3)

The expected average crash (fatal and injury) frequency for the before period is given by,

௫௧ௗ, = ݓ ∗ ௗ௧ௗ, + (1 − (ݓ ∗ ௦௩ௗ , (eq. 4)

Using, equations 2, 3, and 4, the expected average crash (fatal and injury) frequency for the before period(௫௧ௗ,) was calculated. The predicted average crash (fatal and injury) frequency for the after

period(ௗ௧ௗ,) was calculated using equation 1. The adjustment factor, r, to account for the

differences between the before and after periods in duration is given by:

=ݎ∑ (ேು,ಲ)ಲ�ು

∑ (ேು ,ಳ)ಳ�ು(eq. 5)

The expected average crash (fatal and injury) frequency for the after period is given by:

௫௧ௗ, = ௫௧ௗ, ∗ ݎ (eq. 6)

Using equations 5 and 6, the expected average crash frequency in the after period (had the HTCB not been

installed) was calculated. The effectiveness of the HTCB system with respect to reduction in fatal and

injury collisions is given by in the form of an odds ratio:

ᇱ=∑ேೀೞೡ ,ಲ

∑ேಶ,ಲ(eq. 7)

The adjusted unbiased odds ratio is given by,

=ைோᇱ

ଵାೇ�ቀ∑ಶ,ಲቁ

ቀ∑ಶ,ಲቁమ

(eq. 8)

where:

=�൫∑ா௫௧ௗ,൯ݎ ∑ ଶݎ × ா௫௧ௗ, × (1 − ൧(ݓ (eq. 9)



20


Table 15: Empirical Bayes Analysis Input Data and Predicted Collisions (C.S. 2:18-2:22)

Control SectionBefore After

2005 2006 2007 2008 2009 2010 2010 2011

2:18

Weighted Traffic Volume (WAADT) 29090 29090 29090 29090 29090 29090 32800 32800

Observed Total Collisions 94 120 120 112 124 14 57 143

Observed Casualty Collisions (Injury + fatal) 22 30 24 19 19 1 9 18

Observed Fatal Collisions 1 1 2 1 0 0 0 0

Predicted total (HSM Model) 114.8 114.8 114.8 114.8 114.8 28.7 65.1 130.2

Predicted Casualty (Illinois Model) 19.2 19.2 19.2 19.2 19.2 4.8 10.6 21.1

Predicted Casualty (HSM Model) 33.8 33.8 33.8 33.8 33.8 8.5 19.0 37.9

Predicted Fatality (Illinois model) 0.9 0.9 0.9 0.9 0.9 0.2 0.5 1.0

2:20









2:22











21


Table 16: Empirical Bayes Analysis Input Data and Predicted Collisions (C.S. 2:24-2:32)

Control SectionBefore After

2005 2006 2007 2008 2009 2010 2010 2011

2:24









2:30









2:32



Observed Casualty Collisions (Injury + fatal) 5 4 8 4 7 1 4






Using equations, 7, 8 and 9, the adjusted unbiased odds ratio was calculated. The overall reduction of fatal

and injury collisions on Highway 2 after the installation of HTCB was calculated by:

ܧ�ݕݐ ݒݐ =ݏݏ (1 − ) × 100% (eq. 10)

Using equation 10, the overall reduction in fatal and injury collisions on the study section of Highway 2

after the installation of HTCB calculated for each control section as shown in Table 17. It should be noted

that this reduction in severity of collisions reflects the overall improvement of safety performance of

Highway 2 considering all collisions along this sections (not only median collisions).



22


Table 17: Empirical Bayes Analysis Calculations and Estimated collision reductions

Control Section k wN

ExpectedBefore

rN

ExpectedAfter

OR' VAR ORSafety

effectiveness(%) (- =increase)

2:18

Predicted total (HSM Model) 0.011 0.134 586.5 0.324 190.1 1.052 53.34 0.822 17.8

Predicted Casualty (Illinois Model) 1.043 0.009 114.9 0.315 36.1 0.747 11.27 0.570 43.0

Predicted Casualty (HSM Model) 0.009 0.376 138.5 0.321 44.4 0.608 8.88 0.507 49.3

Predicted Fatality (Illinois model) 0.198 0.525 4.8 0.318 1.5 0.000 0.23 0.000 100.0

2:20

Predicted total (HSM Model) 0.006 0.157 633.2 0.317 200.6 1.804 53.57 1.424 -42.4



Predicted Fatality (Illinois model) 0.111 0.564 6.1 0.312 1.9 1.574 0.26 1.386 -38.6

2:22





2:24


Predicted Casualty (Illinois Model) 0.589 0.009 115.7 0.297 34.3 1.662 10.08 1.284 -28.4

Predicted Casualty (HSM Model) 0.069 0.040 124.3 0.299 37.1 1.536 10.64 1.194 -19.4


2:30





2:32


Predicted Casualty (Illinois Model)24.04

1 0.007 114.2 0.314 35.8 0.140 11.15 0.106 89.4



Composite SafetyEffect for all ControlSections(sum of expectedand observedfrequencies, averagetraffic)

Predicted Total (HSM Model) 18.6

Predicted Casualty (Illinois Model) 43.4

Predicted Casualty (HSM Model) 59.9

Predicted Fatality (Illinois Model) 57.9



23


For individual segments of Highway 2 there was a great variation in safety effectiveness with respect to

PDO collisions with estimates between a 108% increase and an 83% decrease. Similarly, Injury collision

estimates varied between a 28% increase and an 89% decrease while fatalities varied between a 39%

increase and a 100% decrease. The composite safety effectiveness values of 43.4% (Illinois) and 59.9%

(HSM) for casualty collisions on Highway 2 are higher (i.e., better) than those reported in the HSM (29%)

and with the Deerfoot Trail study (27.9%). The effectiveness for fatalities on Highway 2, composite value

of 57.9% reduction, is also higher than the calculated effectiveness of 32.5% on Deerfoot Trail. The

increase in all collisions is much less than expected (since the barrier is expected to increase PDO

collisions), but this may be due in part to a change in reporting levels for PDO collisions. The reporting

limit for collisions was raised from $1,000 to $2,000 on January 1, 2011 and as a result the PDO collisions in

the after period in the collision database may be significantly lower, given the low severity of many

collisions apparent from the number of unreported barrier hits noted during the initial review of barrier

placement. Fortunately, the reporting limits for injury and fatal collisions were unchanged and this is the

key indicator in terms of reducing collision severity.

5.0 BENEFIT-COST ANALYSIS OF HIGHTENSION CABLE BARRIER

For the benefit-cost analysis of the HTCB installed on 122 km of Highway 2 (Control Section 2:18 to Control

Section 2:24 and Control Section 2:30 to Control Section 2:32) between Airdrie and Red Deer and in the

vicinity of Leduc, AT’s standard cost benefit analysis procedure was adopted in this study. According to

AT’s benefit-cost analysis methodology, two alternatives were considered. Alternative 1 assumed no HTCB

is installed, and Alternative 2 assumed HTCB is installed on 122 km of Highway 2. The following sections

present the benefit-cost analysis of the high tension median cable barrier installed on Highway 2.

5.1 Alternative 1: Median Cable Barrier is not installed

5.1.1 Road Users’ Cost

Road users’ cost in this study only includes collision costs because the gradient, curvature and time costs

are the same irrespective of the installation of a HTCB system.

5.1.2 Collision Cost

The collision cost was calculated from the collisions that would have occurred from July 2010 to June 2011

(after period) if the HTCB had not been installed. No specific trend was observed in the collisions from

January 2005 to March 2010 that may indicate any increasing or decreasing trend that can be used to

predict the number collisions and severity that would have occurred from July 2010 to June 2011 in

absence of the HTCB. In this case, the five year and three month average collision history from

January 2005 to March 2010, inclusive, was used as the baseline and the average annual collision cost for

this period was used as the collision cost for the ‘after’ period in case the HTCB had not been installed. The

focus of the analysis was the collisions involving the median, i.e., those identified as off road left, head-on,

sideswipe-opposite direction and hit-object collisions that involved hitting objects in the median. The

collisions from January 2005 to March 2010 were reviewed by primary events, locations and collision

descriptions to obtain the median collisions on the study sections of Highway 2. During the analysis period

(‘before’ period) there were 713 median related collisions reported along the HTCB sections of Highway 2.



24


These collisions include vehicles involving off road left, head-on, sideswipe (opposite direction and same

direction) and other types of collision (e.g., hit-object collision, passing left turn collision etc.).

Costs per collision by severity were calculated using the department’s standard costs for different collision

severities and inflating from year 2000 values to 2010 values using the Canadian consumer price index

(Year 2010 $ = 1.27568 x Year 2000 $). The resulting values are (year 2010 values [year 2000 values]):

Fatal Collision $1,715,876 [$1,345,068]

Injury Collision $127,568 [$100,000]

PDO Collision $15,308 [$12,000]

Based on these values by collision type, the cost for median collisions on the HTCB sections of Highway 2,

based on the ‘before period’ was calculated to be $11.877 million per year.

5.1.3 Capital Construction Cost and Maintenance Cost

As no installation of a HTCB is considered in Alternative 1, no construction and maintenance cost are

involved. Additional costs for the installation and maintenance and operation of the HTCB system are

considered in Alternative 2.

5.2 Alternative 2: Median Cable Barrier is Installed

5.2.1 Road Users’ Cost

Road users’ cost in this study only includes collision costs as the gradient, curvature and time costs are the

same irrespective of the installation of median cable barrier.

5.2.2 Collision Cost and Safety Benefits

This alternative considered the reduction in severity and frequency of median collisions after the

installation of HCTB on Highway 2 based on the available collision information after the installation of

HTCB (July 2010 to June 2011).

After the HTCB system is installed on the sections of Highway 2, it is expected to prevent cross-the-median

type crashes and to reduce the severity level in median type crashes; and hence there would be a reduction

in annual collision cost. It is anticipated that the vast majority of head-on, sideswipe-opposite direction

and off-road left collisions will be converted to median type crashes and that the median type crash

severity is reduced due to the energy absorption characteristics of the flexible barrier system.

The collision history from July 2010 to December 2011 inclusive was used to estimate the average annual

collision cost after the installation of the HTCB on Highway 2. The focus of the benefit-cost analysis was

collisions involving the median (i.e., those identified as off road left and striking the HTCB). It is anticipated

that there would be an increase in the total number of collisions on the HTCB sections of Highway 2 due to

an increase in vehicles striking the cable barrier that previously (before the installation of the HTCB) would

not have struck the barrier and would have stopped or recovered in the median. However, it is also

anticipated that there would be a reduction of severe collisions due to reduction in median crossover

collisions (head-on and sideswipe-opposite direction).



25


The collision data on the HTCB sections of Highway 2 was used to calculate the collision cost after the

installation of the HTCB system.

During the analysis period (‘after’ period) there were 599 collisions reported along the HTCB sections of

Highway 2. Using AT’s standard costs for different collision severities, inflated to 2010 dollars, the cost for

median collisions after the installation of the HTCB on 122 km of Highway 2 was calculated. The annual

cost of median collisions on the HTCB sections of Highway 2 after the installation of the HTCB was

calculated to be $8.279 million per year (2010 dollars). This annual collisions cost would be used for the

benefit-cost analysis of the installed HTCB system.

5.2.3 Capital Construction Cost of High Tension Cable Barrier on Highway 2

The capital construction cost of the 133 km of HTCB installation on 122 km sections of Highway 2 was

$7,457,800 in 2010 dollars. This capital construction cost was used for the update of the benefit-cost

analysis of HTCB on Highway 2. The estimated unit construction cost of the high tension median cable

barrier on Highway 2 was $61,200 per highway-km and $56,100 per cable-km in 2010 dollars.

5.2.4 Maintenance Cost of HTCB

The AT operations manager for the Central Region provided the repair and maintenance cost of the HTCB

on Highway 2. After every hit to the HTCB, the repairs are carried out and paid for including items such as

traffic accommodation; and replacement of posts, hairpins, locks plates. The total maintenance cost for

repair of the HTCB from July 2010 to June 2011 amounted to $1,295,710 which equates to an average

yearly maintenance cost of $485,891. This cost includes the cost for supply of materials, the additional cost

for traffic accommodation and inspection, washing as required, the cost for mowing/trimming and snow

clearing, and any other HTCB related costs. Cost data provided by AT is included in Appendix C.

Considering all these maintenance and operational cost, the estimated average annual maintenance cost of

$465,129 per year (in 2010 dollars, using the Canadian CPI Index) was used in the benefit-cost analysis of

HTCB on Highway 2. This equates to an average estimated annual cost of $3,498 per km of HTCB. A

detailed breakdown by Maintenance contract area is presented in Table 18.

Table 18: Maintenance and Operational Costs of HTCB

Highway Segment Cost MetricFiscal Year

2010/2011 2011/2012 2012/2013

Maintenance Contract Area #19 Total Cost ($) N/A 234,042 324,100

Cost per km ($) N/A 3,644 5,046

Maintenance Contract Area #29 Total Cost ($) 200,557 301,131 235,880

Cost per km ($) 2,788 4,186 3,279

5.3 Results of the Benefit-Cost Analysis

The design life for a barrier system was assumed to be 20 years. A conservative assumption was

considered regarding the salvage value of the HTCB system since no examples of value at the end of service

life were available. In this update of benefit-cost analysis, it was assumed that there will be no salvage

value of the system at the end of the design life.



26


Utilizing the above discussed costs and benefits, and AT’s Benefit-Cost Analysis model, a detailed

benefit-cost analysis was performed for a 20-year analysis period. In summary, based on the savings due

to reduction in severity of median collisions on the HTCB sections of Highway 2, the NPV after the design

life is estimated to be about $37.930 million and the benefit exceeds the cost right in the third year after

construction. Based in the first year and a half of operations, the benefit-cost ratio for the Highway 2 HTCB

is estimated to be 2.60. The NPV-capital cost ratio is estimated to be 5.09 at the end of the 20 year design

life.

5.4 Summary of the Benefit-Cost Analysis

Table 19 presents the summary of this detailed benefit-cost analysis as well as the results from initial

benefit-cost analyses carried out at the preliminary engineering phase (EBA 2008) based on the predicted

safety benefits of HTCB on Highway 2 in 2008 and after the installation in 2011 with the partial collision,

maintenance and repair data along the HTCB sections of Highway 2 for the first six months of operation

(EBA 2011).

Table 19: Detailed and Initial Benefit-cost Analysis Results for Highway 2 HTCB System

Benefit-Cost AnalysisNPV after

Design LifePayback Period

Benefit-CostRatio

NPV-CapitalCost Ratio

Detailed Analysis (this report) $37.93 million Third year after installation. 2.60 5.09

Estimate Using 6 Months of Data

After Installation of HTCB (2011)$53.1 million Second year after installation. 3.58 7.11

Estimate at the Preliminary

Engineering Phase (2008)$32.06 million Sixth year after installation. 1.48 1.75

The above results show that based on the detailed benefit-cost analysis, the NPV for the HTCB system on

Highway 2 after the design life is estimated to be $37.9 million compared to the estimated NPV of

$32.1 million and $53.1 million from the initial benefit-cost analyses in the preliminary engineering phase

in 2007and after installation of HTCB in 2010. Based on the detailed analysis the benefit exceeds the cost

in the third year after construction. The benefit-cost ratio for the Highway 2 HTCB is estimated to be 2.60

compared to the benefit-cost ratio of 1.48 from the initial benefit-cost analysis and 3.58 based on the first

half-year of operation.

The worksheets of the benefit-cost analysis are shown in Appendix D.

6.0 HTCB PLACEMENT WITHIN MEDIAN

The location of the cable barrier in the median must take into account many inter-related and sometimes

conflicting factors and guidelines, including but not limited to the following.

1. The US Federal Highway Administration (FHWA) approves the proprietary HTCBs on the basis of tests

conducted with specific vehicles hitting the barrier at specific speeds and angles. FHWA indicates the

maximum design deflection at given post spacing, and also issues guidelines about “off-limit” parts of

the median where the HTCB should not be installed due to changes in the vehicle centre of gravity or

height and potential for under-riding or over-riding the barrier. According to the FHWA at the time of

the HTCB design for Highway 2, HTCBs should not be installed on any median sideslope within 0.3 m to



27


2.4 m of the sideslope bottom; and an additional rule for 4:1 median sideslopes is that the HTCB should

not be installed on the median sideslope further than 1.2 m from the top of the slope.

2. Since only one HTCB is normally used to protect both directions of traffic, there must be sufficient

space to allow for the maximum specified deflection plus a safety margin (the sum being the desired

room for deflection) between the HTCB and the median-side painted yellow shoulder lines in both

directions.

3. The above Point 2 about sufficient space also applies to major hazards in the median such as bridge

piers and overhead sign posts that do not have a barrier to protect a vehicle from hitting them. For

median hazards with guardrails to protect vehicles from colliding with the hazard, the HTCB should

also have enough clearance from the guardrail, 0.9 m, so that the HTCB posts have room to lie down

when struck such that the guardrail can perform as intended.

4. Although the installation of the HTCB in the ditch centre would tend to satisfy Point 1 and Point 2

above, the ditch soils are often uncompacted, the ditches are subject to water accumulation, and there

are often structures in the median such as catch basins or culvert outlets. The ditches are often uneven,

with weak soil conditions, and may require extra grading and compacting and review of the overall

drainage patterns. These factors tend to make the ditch installation of HTCBs more expensive. The

soils on median sideslopes, on the other hand, are compacted and, therefore, much stronger. Another

disadvantage of the ditch location is that snow can often submerge all or part of the cable barrier, thus

rendering it inoperative. The HTCB located near the shoulder generally are not affected by snow drifts.

Shoulder installation of the barrier is preferred due to the disadvantages of ditch installation described

above. Our contact with several US State Departments of Transportation indicates that in the vast majority

of cases shoulder installation is preferred. Shoulder installation was the case on 77.70 km of the 132.96 km

HTCB installation on Highway 2 where the conditions in Point 1, Point 2, and Point 3 above could be met.

However, on the remaining 55.26 km these conditions could not be met, mainly because of the median

being too narrow or other particular local situations. On these sections, therefore, the better location for

the HTCB was the centre of the ditch. On some short sections of Highway 2, the placement conditions could

not be satisfied by either near the shoulder or ditch installation; the HTCB was therefore installed near the

shoulder on both sides on these sections for a total highway length of 12.36 km and 24.46 km of HTCB.

In summary, because of the disadvantages of placing HTCBs in the ditch, installation of the HTCB near the

shoulder is the preferred location along Highway 2. The main exceptions are locations where the median is

too narrow to provide sufficient space for barrier deflection.

Collision data based on repairs completed on the full length of the HTCB from July 1, 2010 to

December 31, 2010 was supplied to EBA by Mr. Russell Watts, AT’s Operations Manager for the Central

Region. This data set is comprehensive in terms of the physical damage to the HTCB; however, one of the

limitations of this data is that there is no indication of the severity of the collisions that resulted.

Table 20 below presents the length of Highway and of HTCB sections near the shoulder as well as in the

ditch of the median along Highway 2 together with the number, frequency, and rate of hits they received.

The HTCB length indicates the total placement of the barrier on either the shoulder or the ditch and

includes segments with HTCB on both median shoulders.



28


Table 20: Cable Barrier Collision Experience for the Six-month Period July 2010 to December 2010 onHighway 2 between Airdrie and Red Deer and Leduc Vicinity

Location of HTCBHighwayLength

(Highway-km)

HTCB Length(Cable-km)

Number ofCollisions(Jul-Dec,

2010)

Traffic AADT(Vehicles per

day)

CollisionsFrequency

(Collisions perHighway-km per

year)

Rate ofCollisions

(Collisions per100 millionvehicle-km)

Near the Shoulder 66.16 77.70 125 29,230 3.22 29.58In the Median Ditch 55.84 55.26 77 27,810 2.79 27.45All 122.0 132.96 202 28,610 3.04 28.80

The six-months of data for hits with the cable barrier presented in Table 20 shows that the location of the

cable barrier (shoulder or ditch) does not have a significant influence on the hit rate per million

vehicle-kilometres. The slightly higher rate for shoulder installation is to be expected since a higher

proportion of errant vehicles will travel to the shoulder while many would recover before reaching the

centre of the ditch. Two of the three known penetrations of the Highway 2 HTCB occurred in ditch

installations and resulted in two injury collisions while the one known penetration of a shoulder

installation resulted in property damage only. However, for a proper comparison it is necessary to take

into account the severity of all collisions with the HTCB, for which full data is not yet available.

Collision data was provided by the AT Office of Traffic Safety for the segments with shoulder HTCB

installation during the period July 1, 2010 to December 31, 2010. During this time, there were 61 reported

collisions on these segments of the highway which resulted in 58 property damage only collisions and

3 injury collisions. Based on the maintenance contractor repair records, there were an additional

64 barrier hits requiring repairs which were unreported in the AT Office of Traffic Safety data and this is

obvious evidence of the low severity of collisions with the HTCB on the shoulder since many vehicles are

able to drive away.

In Summary, from an engineering and safety viewpoint, the preferred location for HTCB in depressed

medians is on the median sideslope near the shoulder. This preferred location has already been

documented in AT Design Bulletin #75. Our contact with several US State Departments of Transportation

indicates that in the vast majority of cases shoulder installation is preferred.

7.0 CONCLUSIONS

The installation of high tension cable barrier along 122 km of Highway 2 from Airdrie to Red Deer and near

Leduc built upon the success of the Deerfoot Trail installation in Calgary. This study assesses the safety

aspects of the HTCB along Highway 2, reviews the operational characteristics and performs a benefit-cost

analysis. The capital construction cost of the HTCB on 122 km of Highway 2 was $7,457,800 in 2010

dollars, equivalent to $56,090 per km of HTCB. The annual maintenance cost of the HTCB is estimated as

$465,129 per km in 2010 dollars, equivalent to $3,498 per km of HTCB. This study confirms that the high

tension cable barrier on Highway 2 has been performing well with respect to safety and operations and has

an estimated NPV of $37,930,000 million with a benefit-cost ratio of 2.60 and a NPV-capital cost ratio of

5.09 at the end of the 20 year design life. From an engineering and safety viewpoint, the preferred location

for HTCB in depressed medians is on the median sideslope near the shoulder. This high tension cable

barrier has reduced the severity of collisions, is highly cost effective, and can serve as a model for further

application of this barrier application in Alberta and in other Canadian jurisdictions.



29


8.0 CLOSURE

We trust this report meets your present requirements. If you have any questions or comments, please

contact the undersigned at your convenience.

Sincerely,

EBA Engineering Consultants Ltd.

A.E. (Tony) Churchill, M.Sc., P.Eng. Masood Hassan, Ph.D., P.Eng.

Transportation Engineer Senior Transportation Engineer

Transportation Practice Transportation Practice

Direct Line: 403.723.5972 Direct Line: 780.451.2130

[email protected] [email protected]

/bvb

PERMIT TO PRACTICEEBA ENGINEERING CONSULTANTS LTD.

Signature ________________________________

Date ____________________________________

PERMIT NUMBER: P245The Association of Professional Engineers

and Geoscientists of Alberta




APPENDIX ACOLLISION DATA

All Median Collisions 1/12

Year Case NumberObj. No.Police ServiceIn/ Near Place Name On Hwy With At Int. With StreetNot At Int. Dist. Dir. Km/m Not at int. Reference Point DescriptionSpecial Reference Location Description Occurrence Date Hour Col. Pri. Dir. Of Dir. Of Veh 1 Veh 2 Col. Type Hwy No. Mjr. Ctrl. Sctn.Safety Sctn. Km Post Env. Cond. Surf. Cond. Total Injuries Total Fatalities Decription Analysis PeriodSideslope Median WidthBarrier Location Combined Condition

2006 1770672 671 2 CROSSFIE 2 1 S K TWP RD 292 5/21/2006 18.18 1 2 5 47 51 2 18 40 28.436 1 1 1 1 V1 WAS SB, LOST CONTROL AFTER CATCHING SHOULDER OF ROAD, V1 ROLLED 3/4 TIMES LANDING ON ROOFBefore 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1480384 671 2 CROSSFIE 2 TWP RD 292 UN O/P-05 2/18/2005 21.24 1 2 5 47 71 2 20 5 0.001 1 1 0 4 V1 SB RORL INTO MEDIAN, STRUCK SLOPED END OF GRDRL, STRUCK OVERPASS SUPPORT, OT, BURNED COMPLETELY.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1676584 3216 2 CARSTAIR 2 5 S K HWY 581 7/10/2005 5 1 7 1 1 47 47 97 2 20 10 4.3 1 1 0 1 V2 PARKED IN DITCH, V1 CAME OFF HWY, ENTERED DITCH, V1 STRUCK RE V2, V2 CAUGHT FIRE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1530296 3265 2 OLDS 2 27 UN O/P-05 2/20/2005 19.3 1 2 1 47 61 2 20 35 35.57 1 1 6 1 V2 NB SLOW LANE, VEERED LT, ENTERED DITCH, STRUCK BRIDGE ABUTTMENT, V1 SB STRUCK DEBRIS FROM MVA.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1778555 3216 2 CARSTAIR 2 0.5 S K HWY. 581 12/26/2007 10.35 1 10 1 5 47 47 18 2 20 15 8.949 4 3 3 3 V1 NB FAST LANE, LOST CONTROL ON SLIPPERY ROAD, HIT MIDIAN ROLLED ONTO SB LANE AND WAS STRUCK BY V2 SB IN SLOW LANE. IMPACT WAS TO FRONT END OF V2 AND SIDE OFV1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2075116 3265 2 DIDSBURY 2 0.2 N M BERGEN ROAD 4/21/2008 12 1 10 1 5 47 47 11 2 20 30 25.979 4 3 1 1 V1 NB, LOST CTRL, SPUN, COLLIDED WITH V2 SB, V2 OVERTURNED, CAUGHT ON FIRE.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 2552197 3216 2 DIDSBURY 2 5.1 S K DIDSBURY OVERPASS HWY 582 10/1/2011 3.4 1 10 1 5 47 47 11 2 20 20 15.541 1 1 4 1 NB V1 CROSSED BARRIER BETWEEN DIVIDED HWYS & STRUCK SB V2.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448058 4693 2 DIDSBURY 2 1 S K HIGHWAY 582 5/13/2011 10.58 1 2 5 47 71 2 20 25 20.452 1 1 0 1 VEH SB HWY 2 INLANE 2 OF 2 WENT OFF ROAD LEFT CONTACTING CABLE BARRIER. VEH TRAVELLED OVER TOP OF CABLE BARRIER ROLLING 5 TIMES AND COMING O REST ON WHEELSIN LNAE 1 OF 2 OF NB HWY 2.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2039342 3265 2 BOWDEN 2 1.5 N K RED DEER 12/30/2008 20.1 1 10 1 5 47 47 11 2 22 10 11.482 1 1 3 2 V1 NB INTO SB V2 PATH, V2 STRUCK V1, DRI1 EJECTED AND RAN OVER BY UK VEH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2345421 3237 2 INNISFAI 2 10 S K INNISFAIL 8/6/2009 22.01 1 2 2 47 51 2 22 20 21.568 1 1 1 1 VEH 1 NB PASSING #2 AND LOST CONTROL OF VEHICLE AND ROLLED ACROSS MEDIAN COMINGTO REST IN TH SBV LANE.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074621 3244 2 BOWDEN 2 2 N K 587 ADJACENT TO BOWDEN REFINERIES 4/24/2009 7.01 1 2 2 47 51 2 22 20 17.604 4 3 0 1 VEH LOST CTRL ON HWY, NB, HIT GRASS IN CENTER MEDIAN, FLIPPED OVER.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2233332 3265 2 OLDS 2 219 N M HIGHWAY 027 6/21/2009 5.25 1 2 5 47 71 2 22 5 0.219 2 2 0 1 VEH SB HWY, ENTERED CENTER MEDIAN, STRUCK SIGN POLE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1649037 3293 2 PENHOLD 2 200 N M HWY. 042 OVERPASS U/P AL 05 12/3/2006 8.55 1 10 5 1 47 47 11 2 24 15 15.986 4 3 1 1 NORTHBOUND VEHICLE THAT COLLIDED HEAD-ON WITH A SOUTHBOUND TRUCK THAT LOST CONTROL ON ICY ROAD SURFACE, SLID INTO CENTER MEDIAN AND CROSSED INTO THE PATH OF A OF NORTHBOUND VEHICLE.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 2039332 3293 2 RED DEER 2 GASOLINE ALLEY 12/3/2007 7.3 1 6 1 5 47 47 31 2 24 22 23.142 4 3 0 2 V1 NB SPUN OUT OF CONTROL FOR UNK REASON, CROSSED GRASS CENTRE MEDIAN INTO PATHOF V2 SB CENTRE LANE. V1 TORN IN HALF ON IMPACT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1557061 3293 2 RED DEER 2 2 S K MACKENZIE OVERPASS 2/14/2007 9.2 1 2 8 47 51 2 24 20 20.273 6 3 1 1 V1 HAD BEEN NB ON HWY2, VEH LAST CONTROL WENT SIDEWAYS, WENT TRUE MEDIUM AND ROLLED, CROSSED SB LANES AND ENDED OP IN THE WEST DITCH UPSIDE DOWNBefore 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2039338 3293 2 RED DEER 2 1 N K 32 OVERPASS 12/12/2008 9.45 1 10 4 8 1 47 11 2 24 40 29.344 4 3 1 1 V1 SB, LOST CTRL, WENT OFF RD, HEAD ON WITH V2, V2 WENT INTO SPIN, CLIPPED BY V3.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2553676 3293 2 RED DEER 2 GAETZ AVENUE ACCESS 1/1/2011 20.37 1 2 8 47 61 2 24 25 25.193 4 3 3 1 VEHICLE NE, RIGHT HAND LANE, POOR RD CONDITIONS. VEHICLE ACCLERATED THROUGH CURVE, LOST CONTROL AND SPUN SLIDING BACKWARDS INTO GUARD RAILAfter 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2257154 1872 2 LEDUC 2 OVERPASS AT BLACK GOLD 7/7/2009 15 1 2 5 47 71 2 30 50 34.521 1 1 1 1 V SB HIT E SHOULDER THEN SWERVE BACK ONTO THE RD,Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1480705 671 2 CROSSFIE 2 3 N K HUMPTRES 12/24/2005 7.5 2 2 4 47 51 2 18 40 25.44 1 1 1 0 V1 SB SWERVED TO MISS WOOD ON RD, V1 ENTERED DITCH, ROLLED INTO NB LANES.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1729452 671 2 AIRDRIE 2 20 N K AIRDRIE 7/31/2005 19.45 2 2 8 47 51 2 18 40 28.186 1 1 1 0 V1 MC NB RORL, ENTERED MEDIAN, DRI FELL OFF, V1 SKIDDED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1319892 671 2 CROSSFIE 2 APPROX 6.43 KM NORTH OF CROSSFIELD, AB 11/11/2005 18.57 2 2 5 47 51 2 18 40 28.374 1 1 2 0 V1 SB TOOK EYES OFF RD, PANICKED WHEN TIRES STRUCK RUMBLE STRIPS ON MEDIAN, FISHTAILED, OVEROCRRECTED, V1 ENTERED MEDIAN, ROLLED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1941140 4693 2 CROSSFIE 2 NEAR CROSSFIELD EXITHWY 72 12/27/2006 17 2 2 1 47 61 2 18 30 18.677 4 3 1 0 V1 SB LOST CTRL, STRUCK GRDRL, OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1480389 671 2 CROSSFIE 2 0.5 S K TWP RD 292 9/24/2006 12.46 2 2 5 47 51 2 18 35 19.212 1 1 1 0 V1 WB, HOOKED WHEELS ON RD SURFACE EDGE, OVERCORRECTED, LOST CTRL, OT, ENTERED MERIDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1887281 4583 2 AIRDRIE 2 2 S K CROSSFIELD EXIT 7/1/2006 4.45 2 2 1 47 41 2 18 40 22.341 1 1 1 0 V1 NB SWERVED LT, STRUCK MEDIAN, OT, CROSSED SB LANES, ENTERED WEST DITCH, DRIEJECTED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1778613 3216 2 CROSSFIE 2 100 N M CROSSFIELD OVERPASS SB LANE 10/17/2006 5 2 2 1 47 51 2 18 40 24.411 4 3 3 0 V1 NB, STRUCK BLACK ICE, LOST CONTROL, ENTERED MEDIAN STRIP, ROLLED, CAME TO REST ON SB SIDE OF MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1805958 4693 2 CROSSFIE 2 AT CROSSFIELD FLY OVER 12/28/2006 16.36 2 10 5 1 47 47 11 2 18 40 24.44 1 1 2 0 V1 SB, V2 NB, V1 BRAKED FOR VEH, CAUGHT SHOULDER, LOST CTRL, RORL, CROSSED MEDIAN, ENTERED NB LANES, STUCK V2, ENTERED EAST DITCH, V2 ENTERED EAST DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1871589 4693 2 CROSSFIE 2 5 N K HWY 72 SB 9/2/2006 14.2 2 2 4 26 51 2 18 40 24.478 1 1 1 0 V1 SB LOST CTRL, ENTERED DITCH, OT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1729606 4693 2 CROSSFIE 2 2 S K N CROSSFIELD EXIT 12/27/2006 11.15 2 10 8 4 47 1 11 2 18 40 28.102 4 3 2 0 V1 NB, V2 SB, V3 SB, V1 LOST CTRL, SPUN, CROSSED MEDIAN IN SB LANES, STRUCK V2 AND V3.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1480392 671 1 AIRDRIE 2 200 N M HWY 567 3/1/2007 10.2 2 2 1 47 61 2 18 25 10.092 4 3 1 0 V1 NB CHANGED LANES LT TO CTR LANE, LOST CTRL & SKID INTO MEDIAN & STRUCK LIGHT STANDARD.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1957564 4693 2 AIRDRIE 2 1 N K AIRDRIE 4/20/2007 10 2 2 5 47 51 2 18 30 11.752 4 3 1 0 V1 STUCK PULLED INTO DITCH SLUSH TRIED TO PULL BACK ONTO HWY ROLLED ONCE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 2028556 4583 2 CROSSFIE 2 1 S K CROSSFIELD OVERPASS S/B 7/21/2007 2 2 5 47 51 2 18 30 18.448 1 1 1 0 V1 TRAVELING SB, LEFT ROAD AND DROVE INTO MERIDIAN FL;IPPING END OVER END.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1980781 671 2 AIRDRIE 2 NORTH OF CROSSFIELD EXIT 295 5/28/2007 11.58 2 2 1 47 41 2 18 40 20.297 1 1 1 0 V1 NB, RORR, CORRECTED DROVE ACROSS 2 LANES INTO MEDIAN INTO SB TRAFFIC AND BACK INTO MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1980704 671 2 CROSSFIE 2 BY CROSSFIELD ESSO 4/21/2007 6.25 2 2 5 47 51 2 18 40 22.285 4 3 3 0 V1 SB, LOST CONTROL, BACK END SWUNG AROUND, SWERVED, ENTERED DITCH AND ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 2078107 4693 2 CROSSFIE 2 4 N K HWY 72 12/5/2007 22.41 2 2 4 47 51 2 18 40 24.7 1 1 1 0 V1 SB HWY, WENT OFF RD INTO MEDIAN & TIPPED ONTO SIDE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2145722 4583 2 AIRDRIE 2 8 N K AIRDRIE SB 7/12/2008 6 2 2 5 47 51 2 18 30 18.665 1 1 1 0 V1 SB, FELL ASLEEP, CROSSED OVER INTO MEDIAN, LOST CTRL, ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2233529 671 2 AIRDRIE 2 1 N K AIRDRIE 12/31/2008 6.3 2 2 5 47 51 2 18 40 20.557 1 3 2 0 V1 SB LOST CTRL ON ICE RORL OT NB.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 1957594 4693 2 CROSSFIE 2 2 N K HWY 72 OVERPASS 3/10/2008 19.01 2 2 5 47 51 2 18 40 21.462 1 1 1 0 V1 SB, CAUGHT SHOULDER, HIT CENTER MEDIAN, ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2193749 4693 2 CROSSFIE 2 100 S M HWY580 9/2/2008 8.3 2 2 5 47 51 2 18 40 23.609 1 1 1 0 V1 SB HWY, I/L DROPPED DRI SIDE TIRES OFF SHOULDER EDGE OF RD, OVERCORRECTED, ROLLED INTO MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2343131 671 2 AIRDRIE 2 HWY 2 NB CENTRE MEDIAN APPROX 5/30/2009 6.37 2 2 1 47 51 2 18 30 11.282 1 1 1 0 V1 NB DRIFTED RIGHT THEN LEFT ACROSS TWO LANES INTO CENTRE MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 1887232 671 2 AIRDRIE 2 3 N K HWY 567 2Eii 4/25/2009 0.55 2 2 5 47 51 2 18 30 12.746 1 1 1 0 V1 SB, RAN OFF RD, LT INTO MEDAN AND ROLLING, V1 BELIEVES SHE FELL ASLEEP.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2442699 4693 2 CROSSFIE 2 1 S K HWY 72 11/27/2009 18 2 2 1 47 51 2 18 30 18.462 4 3 1 0 NB, LOST CTRL, ENTERED MEDIAN, ROLLED ONTO DRI SIDE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2442658 4693 2 CROSSFIE 2 1.5 N K HWY 72 12/20/2009 15.57 2 2 5 47 51 2 18 40 20.963 4 3 3 0 VEH SB, LOST CTRL, THRU CTR MEDIAN, ROLLED, LANDED IN EAST DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2235443 671 2 CROSSFIE 2 N/B 1/16/2009 6.55 2 2 5 47 51 2 18 40 23.899 1 3 1 0 SB, HIT ICE PATCH, SPUN OUT, ROLLED THRU MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2448147 4693 2 AIRDRIE 2 2 S K HWY 72 NB 11/12/2010 9.55 2 6 1 5 47 47 34 2 18 30 17.463 1 1 2 0 V1 SB, V2 & V3 NB, V1 STRUCK CABLE BARRIER, JUMPED CABLE BARRIER & STRUCK V2S TRLR, V2 ENDED ON SHOULDER, V3 SWERVED TO AVOID & ENTERED DITCH. DUP 2448037 DELETED MAR 31/11 MDAfter 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2441826 863 2 CROSSFIE 2 4 N K HWY 72 4/25/2010 2 2 1 47 51 2 18 40 23.463 99 2 1 0 V1 NB STRUCK SIGN & WENT INTO DITCH.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2382882 671 2 AIRDRIE 2 N OF TOWNSHIP 290 N/B 8/22/2010 3.25 2 2 8 47 41 2 18 40 26.346 1 1 1 0 V1 NB, DRIVER FATIGUED BY MEDICATION AND ALSO ADMITTED TO CONSUMING LIQUOR, V1 WENT THROUGH MEDIAN AND ENDED UP ON SB HWY.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2382459 4693 2 CROSSFIE 2 1 KM SOUTH OF 114 1' 29.479" 51 27' 48.474" 7/1/2010 16.11 2 2 4 47 51 2 18 40 28.088 1 1 1 0 V1 SB, LEAVES RD RT AS RD CURVES LT, ENTERS DITCH, DRI OVER CORRECTS, XES 2 LANES, SPINS 180, ENTERS CENTER MEDIAN & ROLLS.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448101 4693 2 AIRDRIE 2 NB 1/2/2011 11.45 2 2 1 47 61 2 18 30 11.148 4 3 1 0 NB V1 STRUCK MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548915 863 2 AIRDRIE 2 2 N K HWY 567 10/23/2011 4.24 2 2 1 47 71 2 18 30 11.728 99 1 1 0 V1 NB, BELIEVED NO TRAFFIC PRESENT. RAN OFF ROADLEFT AND STRUCK CABLE BARRIER. ROLLEDAT LEAST ONCE AND CAME TO REST UP AGAINST BARRIER, STILL ON NB SIDE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2550169 863 2 AIRDRIE 2 2 N K HWY 567 SB 8/27/2011 12.4 2 2 5 47 61 2 18 30 11.74 1 1 1 0 DRI FELL ASLEEP, VEERED INTO MEDIAN, STRUCK MEDIAN FENCE, CONTINUED SB IN DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448017 4693 2 AIRDRIE 2 3 N K HWY 567 1/20/2011 22.4 2 2 5 47 51 2 18 30 13.552 4 3 1 0 SB V1 ENTERED THE MEDIAN CAUSING V1 TO FLIP OVER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548449 4693 2 CROSSFIE 2 1 N M TOWNSHIP RD 292 SOUTHBOUND 12/19/2011 10.45 2 6 5 1 47 47 34 2 18 35 19.563 1 3 5 0 SB V1 PASSING V2, V2 SPED UP LOOSING CTRL, TRAVELLING ACROSS V1 PATH & STRUCK CABLE BARRIER IN MERIDIAN & BOUNCED BACK INTO V1 PATH MAKING CONTACT WITH V1 WHICH THEN PUSHED V3 BACK INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442419 4693 2 DIDSBURY 2 2 N K NORTH CROSS FIELD EXIT 305 1/2/2011 9.15 2 2 8 47 51 2 18 40 26.368 1 3 1 0 NB V1 LOST CTRL ON ICE, VEH STARTED TO FISHTAIL THEN VEH ROLLED.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1318934 3216 2 CARSTAIR 2 1 N K ACME ROAD 4/30/2005 22.35 2 2 5 47 51 2 20 10 1.001 1 1 5 0 V1 SB, TIRE BLEW OUT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1481741 671 2 CARSTAIR 2 5 N K ACME OVERPASS 2/21/2005 18.01 2 2 1 47 51 2 20 10 5.066 1 1 1 0 V1 NB ENTERED MEDIAN, OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1481327 671 2 CARSTAIR 2 3 S K HWY 581 2/13/2005 16.3 2 2 1 47 41 2 20 10 6.874 3 3 1 0 V1 NB LOST CTRL, ENTERED MEDIAN, SPUN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1530314 3272 2 OLDS 2 27 1/27/2005 23.42 2 2 7 47 61 2 20 35 35.557 5 2 1 0 V1 WB DROVE UP ONTO ROAD DIVIDER RAIL, STRUCK SIGN POST.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1314495 3265 2 OLDS 2 27 200 S M HWY 27 4/7/2005 5.3 2 2 5 47 61 2 20 35 35.369 1 1 2 0 V1 SB IN MEDIAN LANE, ENTERED MEDIAN, STRUCK GRDRL AND SIGN POST.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1675390 671 2 CROSSFIE 2 15 N K CROSSFIELD NB 2/13/2005 16.19 2 2 1 47 51 2 20 20 10.86 4 3 1 0 VEH1 NB, RORL, OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1318937 3216 2 CARSTAIR 2 2 N K HWY 581 3/21/2005 22.02 2 2 1 47 51 2 20 20 11.713 4 3 1 0 V1 NB GUST OF WIND ON ICY RD SURFACE PUSHED V1 INTO FAST LANE, V1 CAUGHT SNOW AT RD EDGE, PULLED INTO MEDIAN, OT, SLID INTO ONCOMING TRAFFIC LANES.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1499329 3216 2 CARSTAIR 2 2.5 N K CARSTAIRS O/P SEC 581 (#2 FACING SB IN NB LANES) 2/13/2005 23.5 2 6 5 5 47 5 31 2 20 20 12.213 4 3 2 0 VEH1 SB LOST CTRL, STRUCK VEH2 PARKED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1649058 3265 2 OLDS 2 AMERADA RD 6/22/2005 19.3 2 2 1 47 71 2 20 30 29.152 1 1 1 0 V1 NB, DRI FELL ASLEEP, V1 DRIFTED INTO CENTER MEDIAN, OT, STRUCK SIGN.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2005 1676557 3216 1 CARSTAIR 2 3 N K HWY 581 9/1/2005 17.3 2 2 1 47 51 2 20 20 12.742 1 1 1 0 V1 NB AT HIGH RATE OF SPEE, V1 LOST CTRL, OT INTO SB LANE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1649318 3216 2 CARSTAIR 2 3.5 N K HWY #581 1/6/2005 11.3 2 6 5 1 24 47 31 2 20 20 13.213 4 3 1 0 VEH1 SB, RORL, TO AVOID PREV COLLISIONS, SB VEH1 TRTUNIT CAME UP INTO NB LANE, NB VEH2 STRUCK SB VEH1Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1649179 3237 2 INNISFAI 2 2 S K DIDSBURY O/P 5/13/2005 0.55 2 2 5 47 51 2 20 20 18.622 1 1 1 0 VEH1 SB, FELL ASLEEP, RORL, OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1729464 4693 2 CROSSFIE 2 20 N K AIRDRIE 8/10/2006 14.37 2 2 1 47 51 2 20 10 3.262 1 1 1 0 V1 NB RORL INTO MEDIAN & OT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1889229 3216 2 CARSTAIR 2 6 S K 581 10/22/2006 12 2 2 5 47 51 2 20 10 4.711 1 1 2 0 V1 SB, ENTERED LT LANE, CAUGHT DITCH AND ROLLED, ENTERED MEDIAN AND INTO OPPOSITE LANE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1480616 671 2 CROSSFIE 2 6.5 N K CROSSFIELD/ACME O/P 4 KM S OF CARSTAIRS O/P/HWY 581 2/21/2006 21.3 2 2 1 47 51 2 20 10 5.701 4 3 1 0 V1 NB SLOW LANE, LOST CONTROL, ENTERED MEDIAN, ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1871412 4583 2 CROSSFIE 2 0.5 S K HWY 581 NORTH & SOUTHBOUND LANES 5/19/2006 17 2 7 5 1 47 47 51 2 20 15 9.211 1 1 2 0 V1 SB, V2 NB, V2 OT INTO PATH OF V1, V1 RORR.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1823618 4583 2 CROSSFIE 2 0.5 S K HWY 581 IN NORTH & SOUTH BOUND LANES 5/19/2006 17 2 2 1 47 51 2 20 15 9.212 1 1 4 0 V1 NB LOST CTRL, ENTERED DITCH, TRAILER DETACHED, V1 OT.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1730997 3265 2 OLDS 2 27 1/7/2006 4.45 2 2 5 47 61 2 20 35 35.56 1 1 1 0 V1 SB, WEAVING THROUGH TRAFFIC, STRUCK GUARDRAIL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1748154 3265 2 OLDS 2 27 N/B ON RAMP E/B 5/25/2006 17.32 2 2 3 70 51 2 20 35 35.505 1 1 1 0 V1 ENTERING NB HWY, V1 TRAVELLING TOO FAST FOR CURVE, V1 OT ON LEFT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1870305 3265 2 OLDS 2 3 S K HWY 27 OVERPASS 11/14/2006 7.25 2 2 1 47 51 2 20 30 32.562 4 3 2 0 V1 NB LOST CTRL, ENTERED MEDIAN, OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1778637 3216 2 CARSTAIR 2 582 NE 11 30 1 W5 EXIT 315 3/29/2006 1 2 2 5 97 61 2 20 25 21.062 1 1 2 0 V1 SB FAIL TO NEGOTIATE TURN, CONTINUED OVER EMBANKMENT, OVER SERVICE RD, STRUCK FENCE, ENTERED PASTURE.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1747879 3216 2 DIDSBURY 2 2 S K 582 2 KM SOUTH OF DIDSBURY OVERPASS N/B LANES 3/9/2006 21.18 2 6 5 1 47 47 31 2 20 20 19.026 4 3 2 0 V1 SB LT LANE, V2 NB RT LANE, V1 LOST CONTROL ON ICY RD, RORL AND THRU MEDIAN, V1 STRUCK V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1748215 3216 2 DIDSBURY 2 3 S K 582 N/B LANES 11/8/2006 15.4 2 6 5 1 47 47 31 2 20 20 18.05 4 3 3 0 V1 SB, V2 NB, V1 LOST CTRL, ENTERED NB LANE, STRUCK V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1499361 3216 2 DIDSBURY 2 3.3 S K OF HWY 582 2/11/2006 2.43 2 2 5 47 71 2 20 20 17.8 1 1 1 0 V1 SB, LEFT SB LANE AND SKIDDED SIDEWAYS ACROSS NB LANE, ROLLED, STRUCK GUARD RAIL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1889084 3216 2 CARSTAIR 2 TWP RD 292 1 N K ACME OVERPASS 4/9/2007 22 2 2 5 47 41 2 20 10 0.992 3 3 1 0 V1 TRAVELING SB CAR LOST CONTROL IN FRONT OF V1, V1 HIT BRAKES AND ROR EAST INTO DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1941155 671 2 CROSSFIE 2 NORTH OF EXIT 305 NORTH OF EXIT 305 4/30/2007 7.42 2 2 5 47 51 2 20 10 1.006 1 1 1 0 V1 SB, RORL CAUSING VEH TO ROLL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1778551 3216 2 CARSTAIR 2 GPS N 51 30 46.635" LAT W 114 1 29.908" LONG 8/9/2007 3.3 2 9 5 47 51 2 20 10 4.251 2 2 2 0 VEH SB CROSSED MEDIAN ROLLED ACROSS WB LANE INTO EAST DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1889041 3216 2 CARSTAIR 2 5 S K HWY 581 4/2/2007 20.01 2 2 5 47 51 2 20 10 4.712 4 3 1 0 VEH SB LOST CONTROL ON ICE ROLLED OVER IN MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1889212 4693 2 DIDSBURY 2 5 S K CARSTAIRS OVERPASS 10/12/2007 9.37 2 2 1 47 51 2 20 10 4.712 1 1 1 0 V1 NB WHEN HIS LT TIRES CAUGHT SHOUDLER, V1 OVER CORRECTED AND ROLLED ACROSS HWY SB RESTING IN WB DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1870385 3265 2 OLDS 2 27 10 S M OLDS OVERPASS 11/22/2007 16.4 2 2 5 47 51 2 20 35 35.419 1 1 2 0 V1 SB LOST CONTROL, RORL, ENTERED DITCH AND ROLLED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1889210 3216 1 DIDSBURY 2 3 N K CARSTAIRS OVER PASS NORTH BOUND 3/14/2007 20 2 10 5 1 1 47 11 2 20 20 12.702 4 3 3 0 V1 SB, HO WITH V2 DRIVER OF V1 OUT AND V1 HIT BY V3, V2 IN I/L V3 PASSING LANE INTO DITCH V3 NB V2 NB.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1731034 3216 2 DIDSBURY 2 JUST NORTH OF INTERSECTION BERGEN ROAD 1/31/2007 14.45 2 6 1 5 47 47 31 2 20 30 26.975 97 97 1 0 V2 NB, LOST CONTROL ON ICY ROAD, CROSSED OVER CENTER MEDIAN INTO SB TRAFFIC, IMPACT WITH V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1889080 3216 2 DIDSBURY 2 1 S K 582 OVERPASS 3/15/2007 8.15 2 6 1 5 47 47 31 2 20 20 20.033 1 3 1 0 V1 NB, V2 SB LOST CONTROL ON ICE & CAME INTO NB LANE, COLLIDED WITH V1.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1889129 3216 2 DIDSBURY 2 1 N K WESTCOTT RD 5/18/2007 20.35 2 2 5 47 51 2 20 20 17.496 1 1 4 0 V1 BACKED TO AVOID AN UK VEH TURNING INTO V1 LANE, V1 HIT GRASS ON LT SHOULDER, LOST CONTROL AND VEH OT 7 TIMES.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2110302 4693 2 CROSSFIE 2 1 N K HWY 580 EXIT 305 4/20/2008 15.35 2 2 5 47 41 2 20 10 1.541 6 3 1 0 V1 SB HWY, LOST CTRL ON ICE, JK INTO MEDIAN FROM O/L.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2054202 3216 2 CARSTAIR 2 2.6 N K TWP 292 S/B 1/10/2008 6.5 2 2 5 47 51 2 20 10 2.6 1 1 1 0 V1 SB,DROVE OFF RD LT, ROLLED INTO MERIDIAN, AVOIDING COYOTE ON RD.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2136463 3216 2 CARSTAIR 2 3 S K OF CARSTAIRS HWY 581 OVERPASS 2/16/2008 11 2 6 1 5 47 1 31 2 20 10 6.711 4 3 5 0 V1 ON CRUISE, LOST CTRL, CROSSED MEDIAN, STRUCK V2 & V3 IN SB LANE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2145744 4693 2 CARSTAIR 2 3 S K HWY 581 7/2/2008 8.12 2 6 1 5 1 47 31 2 20 10 6.711 1 1 1 0 V1 NB, VEERED INTO FAST LANE, STRUCK V2 SENDING V2 INTO DITCH OF SB LANES.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2166997 3216 2 CARSTAIR 2 2 S K CARSTAIRS 5/10/2008 0.3 2 2 1 47 41 2 20 10 7.714 1 1 1 0 V1 NB, LOST CTRL, WENT OFF RD LT, DROVE INTO MEDIAN DITCH, STOPPED IN DITCH/SHOULDER.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2193518 4693 2 CROSSFIE 2 1.5 S K HWY 581 12/24/2008 11.55 2 2 5 47 51 2 20 10 8.211 6 3 1 0 V1 SB LOST CTRL INTO MEDIAN AND OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 1889595 3265 2 OLDS 2 S HWY 27 9/13/2008 0.35 2 6 1 5 47 47 31 2 20 30 35.004 1 1 1 0 V1 NB, SWERVED INTO FAST LANE, ENTERED MERIDIAN, CAME OUT MERIDIAN ENTERING FAST LANE SB TRAFFIC, STRIKING V2.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2167007 3216 2 CARSTAIR 2 1 N K CARSTAIRS ACME OVERPASS 9/1/2008 23 2 2 1 24 41 2 20 20 10.713 1 1 1 0 V1 BRAKED HARD WHEN UNIDENTIFIED VEH IN FRONT BRAKED HARD, V1 ENDED IN WDITCH IN ORDER TO AVOID COLLISION.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2045510 3265 2 OLDS 2 1 S K HWY 27 12/23/2008 10.4 2 2 1 47 51 2 20 30 34.569 1 1 1 0 V1 NB, TRAVELLED INTO MEDIAN, ROLLED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 1889125 3216 2 CARSTAIR 2 0.5 N K HWY581 CARSTAIRS OVERPASS 12/7/2008 19.1 2 10 5 1 47 47 11 2 20 20 10.76 4 3 5 0 V2 NB, V1 CROSSED MEDIAN INTO V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2075224 3265 2 OLDS 2 4.5 S K 27 2/13/2008 7.35 2 10 1 5 47 47 11 2 20 30 31.042 1 3 1 0 V1 NB LOST CTRL ON BLACK ICE, SPUN THRU CENTER MEDIAN, BACKED INTO SIDE OF V2 SB.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2125653 3237 2 INNISFAI 2 4 N K DIDBURY 7/30/2008 11 2 2 5 47 51 2 20 30 25.045 1 1 2 0 V1 SB HWY, BEING PURSUED BY POLICE ALREADY STRUCK A POLICE OFFICER & 1 CIVILIAN VEH, LOST CTRL & ROLLED IN MEDIAN, INJURY TO DRI & PASS.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2382451 4693 2 CARSTAIR 2 3 S K HWY 581 SB 12/11/2009 17.24 2 2 5 47 51 2 20 10 6.712 4 3 1 0 V1 LT RD LT, ROLLED THRU MEDIAN, CROSSED NB LANES, IN EAST DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2363168 4693 2 CARSTAIR 2 2 S K CARSTAIR 11/27/2009 15.2 2 7 1 1 24 24 97 2 20 10 7.774 4 3 1 0 V1 RAN OFF RD TO AVOID LARGE MVC, V2 OFF RD, V1 COLLIDED INTO V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2297506 4693 2 CARSTAIR 2 ARB 11/27/2009 15 2 2 1 47 51 2 20 10 8.377 4 3 1 0 V1 LOST CTRL, ROLLED IN DITCH, WHILE ATTEMPTING TO AVOID COLLISION AHEAD.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2167068 3216 2 CARSTAIR 2 2 N K HWY 577 10/13/2009 15.21 2 6 5 1 47 47 31 2 20 20 11.712 4 3 4 0 V1 SB, LOST CTRL, CROSSED MEDIAN, STRUCK V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2345171 3265 2 OLDS 2 5 S K HWY 27 11/27/2009 10.3 2 6 5 1 47 47 31 2 20 30 30.571 4 3 1 0 V1 SB, LOST CONTROL ON ICE SURFACE, XED MEDIAN, STRIKING NB V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2167166 3216 2 DIDSBURY 2 0.5 S K BERGEN RD 1/7/2009 9 2 2 5 47 51 2 20 30 25.415 1 3 1 0 VEH SB, HIT PATCH OF ICE, LOST CTRL ON HWY, WENT INTO DITCH, OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2136498 3216 2 DIDSBURY 2 1 S K WESTCOTT RD 10/29/2009 4.1 2 2 1 47 51 2 20 20 15.173 4 2 1 0 V1 NB, TAPPED BRAKES, LOST CONTROL, WENT INTO DITCH AND ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2417655 4693 2 CROSSFIE 2 1 S K DIDSBURY OVERPASS 11/30/2009 14.3 2 2 5 47 51 2 20 20 20.047 4 3 2 0 V1 LOST CONTROL AND ROLLED ON SHOULDER.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2417575 3216 2 DIDSBURY 2 17 S K DIDSBURY EXIT OR 1.4 KM NOT HWY 581 2/17/2010 1.2 2 6 5 1 47 47 31 2 20 10 4.049 4 3 2 0 V1 SB, PASSING UK V2, V1 MAKES CONTACT AND GOES OUT OF CONTROL AND ENTERS MERIDIAN, XES MERDIAN AND HITS V2, V2 CONTINUED NB AND JK.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2447991 4693 2 CROSSFIE 2 5 S K HWY 581 7/18/2010 21.4 2 2 5 47 61 2 20 10 4.712 1 1 1 0 N/A. After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2442133 4693 2 CARSTAIR 2 3 S K HWY 581 HWY 2 SB 7/22/2010 17.3 2 2 5 47 71 2 20 10 6.263 1 1 2 0 V1 SB, OVERSTEERED CAUSING VEH TO ROLL NUMEROUS TIMES COMING TO REST IN CENTRE DITCH ON THE ROOF OF VEH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2482053 3216 2 CARSTAIR 2 BTN TWP 292 + HWY 581 10/30/2010 22.1 2 2 1 47 61 2 20 10 7.162 1 1 1 0 V1 WB WENT LEFT AND INTO FENCE/GUARD RAIL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2382731 4693 2 CARSTAIR 2 1 S K HWY 581 4/4/2010 17 2 2 5 47 41 2 20 10 8.699 1 1 2 0 V1 SB , V1 WENT OFF RD INTO MEDIAN.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2447990 4693 2 CARSTAIR 2 1 N K HWY 581 9/19/2010 8.1 2 2 1 47 61 2 20 20 10.706 1 2 1 0 NB IN #1 OF #2 LANE, FENCE BARRIER IN MIDDLE OF HWY.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2345188 3265 2 OLDS 2 2 N K HWY 27 12/12/2010 12.5 2 2 1 47 71 2 20 30 34.66 4 3 1 0 V1 NB, LOST CONTROL, SPUNG, HIT SNOWBANK AND ROLLED, STOPPED ON CENTER TURN-AROUND, REMAINING ON ITS ROOF.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2029068 3265 2 OLDS 2 2 S K OFF HWY 27 9/12/2010 9.25 2 2 1 47 41 2 20 30 33.571 1 1 1 0 V1 NB, CLAIMS HE FELL ASLEEP, SWERVED INTO FENCE IN MEDIAN AND PULLED BACK INTO RT SHOULDER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2193483 3216 2 CARSTAIR 2 2 N K HWY 581 11/15/2010 23.45 2 2 1 47 61 2 20 20 12.503 4 3 1 0 V1 LOST CTRL IN SNOW STORM, ENTERED MERDIAN & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2233136 3265 2 OLDS 2 2 SB JUST OF AMENDON 6/14/2010 21.3 2 2 5 47 61 2 20 30 28.884 1 1 1 0 V1 SB ON HWY, FELL ASLEEP, WENT INTO MEDIAN.During 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2309279 3216 2 DIDSBURY 2 5 N K DIDSBURY HWY SB LANE 9/2/2010 9.15 2 2 5 47 61 2 20 30 26.049 1 1 1 0 V1 SB, FELL ASLEEP OUT WHEEL AND HIT GRDRL.CABLE MEDIAN BARRIER RELATEDAfter 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2010 2552317 3216 2 DIDSBURY 2 582 HWY 582 OVERPASS AT QEII RAMP 11/28/2010 9.45 2 2 6 97 61 2 20 25 21.079 1 3 2 0 V1 SB DRIVING ON THE RAMP , V1 LOST CONTROL ON ICE AND STRUCK CEMENT DIVIDER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2448006 4693 2 CARSTAIR 2 BERGTHAL RD 9/29/2010 23.35 2 2 5 47 61 2 20 20 15.886 1 1 1 0 V1 SB DROVE INTO MEDIAN FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch



2010 2448045 4693 2 DIDSBURY 2 2 S K HWY 582 HWY 2 SB 11/25/2010 20.2 2 2 5 47 61 2 20 20 19.05 6 98 1 0 V1 SB LOST CTRL & STRUCK CABLE BARRIER WIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2441534 4693 2 AIRDRIE 2 2 S K DIDSBURY 10/15/2010 17.3 2 2 1 47 71 2 20 20 19.046 1 1 1 0 V1 NB LOST CTRL, STRUCK MEDIAN FENCE & ROLLED SEVERAL TIMES.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2448050 3216 2 CARSTAIR 2 6 S K HWY 581 ON HWY #2 1/1/2011 22 2 2 1 47 71 2 20 10 3.71 4 3 1 0 NB V1 LOST CTRL, ENTERED MEDIAN & STRUCK FENCE & ROLLED.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448148 4693 2 CARSTAIR 2 0.5 S K 581 1/2/2011 9 2 2 5 47 61 2 20 15 9.292 4 3 2 0 V1 SB, LOST CTRL & ROLLED INTO MEDIAN & STRUCK FENCE.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2045835 3265 2 OLDS 2 2 S K HWY 27 NB LANE HWY 2 1/8/2011 10 2 2 1 47 61 2 20 30 33.571 4 3 1 0 NB V1 STRUCK THE BARRIER IN THE MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2639101 3265 2 OLDS 2 5 S K HWY 27 3/16/2011 20.3 2 2 5 47 61 2 20 30 30.57 2 3 1 0 REF WITH CASE# 2557829After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535131 3265 2 OLDS 2 100 S M AMERADA RD (TWP RD 322) 3/23/2011 8.3 2 2 5 47 71 2 20 30 28.899 4 3 1 0 SB V1 LOST CTRL, SPUN INTO CENTER MEDIAN, ROLLED ACROSS NB LANE COMING TO REST UPRIGHT ON EAST SHOULDER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535784 3216 2 DIDSBURY 2 HWY 582 2 N K DIDSBURY OVERPASS 12/18/2011 11.56 2 2 1 47 61 2 20 30 23.059 4 3 1 0 NB V1 LOST CTRL & STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1648897 3237 2 INNISFAI 2 54 SE-95 8/9/2005 11.15 2 2 1 24 61 2 22 25 27.735 1 1 1 0 V1 NB TRIED TO GO ON OFFRAMP TO AVOID POLICE, V1 ENTERED DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1502723 3265 2 BOWDEN 2 2.5 S K BOWDEN HWY #2 NB LANE 1/28/2005 23.05 2 2 1 47 51 2 22 10 14.122 5 3 2 0 VEH1 NB, LOST CTRL, RORL, OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1648928 3265 2 OLDS 2 4 N K HWY 27 9/19/2005 0.35 2 2 5 47 51 2 22 10 4.113 1 1 2 0 V1 SB ENTERED MEDIAN, OT OVER NB LANES, ENTERED EAST DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1649199 3265 2 OLDS 2 1 N K HWY #27 JUST N OF OLDS OVERPASS 6/29/2005 9.07 2 2 1 47 51 2 22 5 0.471 1 1 2 0 V1 NB I/L HIT POTHOLE, LT TIRES OFF RD EDGE, TRIED TO CORRECT, LOST CTRL, SPUN COUNTER-CLOCKWISE BACK, ENTERED MEDIAN, OT ACROSS SB LANES.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1649137 3265 2 OLDS 2 500 N M HIGHWAY #27 OVERPASS SB 2/19/2005 11.09 2 10 1 5 1 47 11 2 22 5 0.241 4 3 3 0 V1 NB LOST CTRL, ENTERED CENTER MEDIAN AND INTO PATH OF V3, V3 AVOIDED COLLISION BUT ENTERED CENTER MEDIAN, V1 STRUCK HO V2.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1747960 3237 2 INNISFAI 2 @ NEW INNISFAIL OVERPASS 5/23/2006 4.15 2 2 2 28 61 2 22 22 24.527 1 2 3 0 V1 NB, CROSSED FROM SLOW LANE TO FAST LANE, STRUCK GUARD RAIL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1748200 3237 2 BOWDEN 2 1.5 N K 587 1/10/2006 11.3 2 2 5 47 51 2 22 15 14.63 4 3 1 0 V1 SB, LOST CONTROL, ENTERED MEDIAN, ROLLED ACROSS NB LANE, ENTERED EAST DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1731307 3265 2 BOWDEN 2 300 S M 2A EXIT (353) 2.6 KM S OF BOWDEN 11/3/2006 21.4 2 2 1 47 51 2 22 10 12.421 98 3 4 0 V1 NB LOST CTRL, SPUN, ENTERED MEDIAN, OT SEVERAL TIMES, CROSSED SB LANES, RESTED ON PASSENGER SIDE ON SB SHOULDER.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1748099 3237 2 BOWDEN 2 1 S K HWY 2A S/B LANES 2/20/2006 11.1 2 6 1 5 47 47 31 2 22 10 11.746 4 3 1 0 V1 NB LT LANE, V1 LOST CONTROL ON ICY RD, RORL, ENTERED MEDIAN, V1 HO WITH V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1649031 3265 2 OLDS 2 NETOOK ROAD 12/19/2006 14 2 2 1 47 61 2 22 10 9.783 1 1 1 0 V1 NB, DRI1 DOZED, V1 CROSSED MEDIAN, STRUCK SIGN, RORR, STRUCK SIGN, ENTERED EAST DITCH.Before 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2006 1720531 3265 2 OLDS 2 7 N K HWY 27 11/10/2006 12.15 2 10 1 5 47 47 11 2 22 10 7.004 4 3 1 0 V1 NB, V2 SB, V1 LOST CTRL, ENTERED SB LANE, STRUCK V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1870073 3237 2 INNISFAI 2 1 S K HWY 54 OVERPASS 1/20/2007 11.3 2 2 2 47 51 2 22 25 26.926 4 3 2 0 OBJ NB LOST CONTROL, OF VEH WHEN ANOTHER VEH SIGNALED TO CHANGE LANES, SKIDDING INTO CENTER MERIDIAN, VEH THEN ROLLED OVER ONTO ITS .Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 2039396 3244 1 INNISFAI 2 EXITING HWY 2 ON SOUTH INNISFAIL OVERPASS N-BOUND 9/24/2007 13 2 2 2 97 51 2 22 22 24.693 1 4 1 0 V1 NB ON HWY, EXITING ON OVERPASS, BIKE HIT SOME GRAVEL ON RD, V1 LOST CTRL, CRASHED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1869990 3237 2 INNISFAI 2 2 S K INNISFAIL NORTHBOUND 7/14/2007 6.1 2 2 2 47 71 2 22 20 22.658 1 1 3 0 V1 SPEEDING NB WHEN IT LOST CONTROL, SKIDDED OFF ROAD LT, THRU MEDIAN, ACROSS 2 SB LANES,OT 7 TIMES.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1502706 3237 2 INNISFAI 2 NORTH BOUND LANES BY RCMP 1/20/2007 10.3 2 2 2 47 51 2 22 20 21.284 4 3 1 0 VEH NB, VEH WAS IN THE SLOW LANE TRAVELING, LOST CONTROL ON THE ICE, CROSSED INSIDE LANE AND ROLLED IN THE MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1870552 3237 2 BOWDEN 2 ARB BOWDEN OVERPASS 4/1/2007 19.09 2 10 1 5 47 47 11 2 22 15 16.226 4 3 1 0 V1 NB LOST CONTROL, CROSSED MEDIAN STRUCK SB V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 2075350 3237 2 BOWDEN 2 500 S M HWY 587 SOUTH OF FAS GAS 12/26/2007 16.4 2 6 1 5 47 47 31 2 22 15 15.537 4 3 1 0 V1 NB ON HWY, LOST CTRL DUE TO RD CONDS, CROSSED CENTRE COLLIDING WITH V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1747977 3265 2 BOWDEN 2 2 S K BOWDEN ARB 1/2 WAY BTWN BOWDEN & RED DEER COUNTY LINE 1/17/2007 0.53 2 10 1 5 47 47 11 2 22 10 11.857 1 3 2 0 V1 NB, LOST CONTROL ON BLACK ICE, SPUN THRU CENTER MEDAIN, STRUCK RE OF TRT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 2002185 3265 2 OLDS 2 1 N K OLDS OVERPASS 8/31/2007 16.15 2 2 5 47 51 2 22 10 1 1 1 1 0 V1 SB DR SEARCHING FOR COFFEE CUP, WHEEL OFF PAVEMNT ONTO CENTERE MEDIAN, OVER CORRECTED, SPUN THRU MEDIAN ACROSS BOTH NB LANES AND ROLLED INTO EB DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1870386 3265 2 OLDS 2 400 N M HWY 27 11/28/2007 10.55 2 6 1 5 1 47 31 2 22 10 0.917 1 3 3 0 V1 NB ON HWY, LOST CTRL, THEN DROVE OFF RD LT THRU CENTER MEDIAN, & INTO SB LANES, & STRUCK V3 & V2.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 2074992 3265 2 OLDS 2 750 N M HWY 27 11/9/2007 17.2 2 6 5 1 48 47 31 2 22 5 0.75 1 1 2 0 V1 PULLING SINGLE AXLE TRAILER SB, RD RAGE AT ANOTHER MOTORIST, ACTIONS CAUSED LOST OF CTRL, FISH TAIL, WHIPPING OF TRAILER, TRAILER ROLL IN W DITCH, V1 SPUN INTO CENTER MEDIAN GUARD RAIL, ROLLED INTO NB LANESBefore 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1870196 3265 2 OLDS 2 300 N M 27 3/6/2007 3.05 2 2 5 47 71 2 22 5 0.3 1 1 2 0 V1 SB, RORL, ENTERED CENTER MEDIAN, RE-ENTERED HWY, LOST CONTROL, FISHTAILED, TURNED SIDEWAYS, OVERTURNED, SLID UPSIDE DOWN, STRUCK GUARD RAIL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2075400 3237 2 INNISFAI 2 1 S K HWY54 N/B 4/24/2008 6.53 2 2 2 47 51 2 22 25 26.928 4 3 2 0 V1 NB IN LT LANE, RDS ICY, LOST CTRL, RORL, OT INTO MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2039268 3237 2 INNISFAI 2 1 S K HWY 590 SB 1/11/2008 13.46 2 2 6 47 51 2 22 24 26.673 1 1 2 0 V1 SB, WENT OFF RD LT, LOST CTRL, WENT THRU MEDIAN, ROLLED, CAME TO REST IN DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075070 3237 2 INNISFAI 2 1 S K COTTONWOOD OVERPASS 3/4/2008 5.25 2 6 2 6 47 47 31 2 22 20 23.508 6 3 1 0 V1 NB, DUE TO EXTREME CONDITIONS, V1 CROSSED MERIDIAN AND STRUCK V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2074728 3237 2 INNISFAI 2 1.5 S K COTTONWOOD OVERPASS 12/5/2008 1.5 2 2 2 47 61 2 22 20 22.455 2 3 1 0 V1 NB, STARTED TO SLODE ON BLACK ICE, HIT MEDIAN, CAME TO REST ON SB SHOULDER.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2039333 3237 2 BOWDEN 2 500 N M HWY587 N/B 4/24/2008 7.19 2 2 1 47 71 2 22 15 16.538 4 3 1 0 V1 NB, LOST CTRL ON ICY RD, WENT OFF RD LT, ROLLED, HIT GRDRL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2075263 3265 2 BOWDEN 2 1 S K BOWDEN S/ B LANES 7/5/2008 11.33 2 2 5 47 51 2 22 10 13.646 1 1 4 0 V1 SB IN RT LANE, A GUST OF WIND PUSHED VEH TL, V1 OVERCORRECTED, LOST CTRL, RORL, OT INTO MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2039334 3265 2 BOWDEN 2 3 S K BOWDEN N/B 4/24/2008 7.37 2 2 1 47 51 2 22 10 11.646 4 3 1 0 V1 IN RT LANE, LOST CTRL ON ICE, SPINS, WENT INTO MEDIAN, *** REF WITH CASE # 2297947 ***Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2075096 3265 2 BOWDEN 2 5.3 S K BOWDEN 12/20/2008 15.2 2 2 5 47 51 2 22 10 10.738 1 1 1 0 V1 SB, CRUISE CTRL ON, LOST CTRL ON PATCH OF ICE, FISHTAIL, SPUN, ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2233580 3265 2 OLDS 2 200 N M HWY27 9/18/2008 10.1 2 2 6 70 51 2 22 5 0.228 1 1 1 0 TRACTOR TRAILER HAULING TWO TANKERS, EXITED OFF RAMP, TRACTOR BEGAN TO CHANGE LANES, PROCEEDED TO TOPPLE ONTO DRI SIDE, SKID, COMING TO HALT IN MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2045828 3265 2 OLDS 2 200 N M HWY 27 OVERPASS 4/24/2008 23.54 2 2 1 47 51 2 22 5 0.187 4 3 1 0 OBJ 1 NB, STARTED TO SLID, WENT ACROSS MEDIAN, ROLLED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2074754 3237 2 INNISFAI 2 50 S M HWY 54 S/B 1/13/2009 13.21 2 2 6 47 51 2 22 25 27.437 1 2 1 0 V1 SB CHANGED LANES LOSING CTRL RORL, V1 OT IN MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074515 3237 2 INNISFAI 2 1 S K 54 N/B LANES 8/11/2009 10 2 7 2 2 47 5 97 2 22 25 26.927 2 2 1 0 V2 PRKED IN MEDIAN, V1 NB IN LT LANE, DRIFTED OFF RD LT AND RE V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074500 3237 2 INNISFAI 2 1 S K INNISFAIL SB LANES 8/7/2009 10.35 2 2 6 2 47 47 51 2 22 20 23.515 1 1 1 0 V1 SB IN SLOW LANE, V1 TRAILER STARTED TO SWAY & DRI LOST CONTROL & XED INTO CENTER MEDIAN, VEH ROLLED & SPRAYED DEBRIS AT V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074529 3265 2 BOWDEN 2 2 N K BOWDEN 1/10/2009 7 2 6 6 2 47 1 31 2 22 20 18.001 4 3 2 0 V1 SB, EXTREMELY ICY/SLIPPERY, V1 LOST CTRL, DROVE THRU MEDIAN, V1 THEN STRUCK BY V2 & V3.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2345287 3237 2 INNISFAI 2 NEAR NEW FAS GAS JUST NORTH OF BOWDEN 10/13/2009 23.45 2 2 2 47 51 2 22 20 17.42 4 3 1 0 V1 NB, LOST CONTROL, ENTERED MERIDIAN SIDEWAYS THEN FLIPPED ON ITS SIDE ACROSS SB LANES & HIT WB DITCH, RIGHTING ITSELF AS IT CAME TO A STOP.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2233465 3265 2 OLDS 2 3 N K HWY 27 2/10/2009 7.38 2 2 1 47 51 2 22 10 3 4 3 1 0 V1 NB, VEH IN FRT STARTED TO SLIDE, APPLIED BRAKES, STARTED TO SLIDE, ENTERED MEDIAN, ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2363000 3272 2 OLDS 2 1 N K HWY 27 2/2/2009 11 2 2 1 47 51 2 22 10 1 4 3 1 0 NB, DRIVING TOO FAST FOR ICY RDS, LOST CTRL, ROLLED WHEN HITTING DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2075084 3265 2 OLDS 2 250 N M HWY 27 7/1/2009 13.05 2 2 1 47 61 2 22 5 0.196 1 1 1 0 V1 NB IN LEFT LANE, V1 DRIVER GOT DISTRACTED AND STRUCK GUARD RAIL AND SPUN AROUND 1 1/2 TIMES.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2386897 1872 2 LEDUC 2 2 N K CORRECTION LINE NB 1/28/2010 1.34 2 2 2 47 51 2 22 20 22.169 4 3 1 0 V1 SWERVED TO AVOID SEMI, ROLLED INTO DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2345538 3237 2 BOWDEN 2 1 S K 587 7/28/2010 23.3 2 2 5 47 61 2 22 15 15.039 1 1 1 0 V1 SB IN RT LANE, DRI FELL ASLEEP, VEERED INTO CENTER MEDIAN CABLE FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2448804 3265 2 BOWDEN 2 NEAR 2A EXIT 2/18/2010 1.3 2 2 5 47 41 2 22 10 12.965 4 3 2 0 V1 MOVED LANES TO AVOID COLLISION, DUE TO ICY RDS, VEH LOST CONTROL AND WENT INTO DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2345007 3265 2 OLDS 2 2 N K HWY 27 1/23/2010 12.12 2 10 5 1 47 47 11 2 22 10 1.91 4 3 4 0 V1 SB, V2 LOST CTRL NB, OFF RD LT, ACROSS CTR MEDIAN, STRUCK V1 HEAD ON.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2558102 3265 2 OLDS 2 1 N K HWY 27 CABLE BARRIER INVOLVEP 12/12/2010 12 2 2 5 47 41 2 22 10 1 98 3 1 0 V1 SB HIT PATCH OF ICE SPUN SIDEWAYS AND ENTERED MEDIAN.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2345041 3265 2 OLDS 2 800 N M HWY 27 1/3/2010 20.5 2 6 1 5 47 47 31 2 22 10 0.8 1 3 2 0 V1 NB, LOST CONTROL ON BLACK ICE, SPUN INTO CENTER MEDIAN, ROLLED INTO SB LANES, STRUCK V2 FORCING IT INTO WB DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2610992 3265 2 BOWDEN 2 10 N K OF BOWDEN 12/2/2011 9.31 2 2 2 47 61 2 22 24 25.998 4 3 1 0 NB V1 LOST CTRL & STRUCK MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535080 3237 2 INNISFAI 2 SB AT INNISFAIL 7/30/2011 4 2 2 6 47 61 2 22 24 25.939 1 1 1 0 V1 SB, DRI STATED HE FELL ASLEEP & RAN INTO CENTER MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535200 3237 2 INNISFAI 2 54 HWY 54 COTTONWOOD OVERPASS 2/26/2011 14.45 2 2 2 47 61 2 22 22 24.504 4 3 1 0 NB V1 BEGAN TO FISHTAIL, SPUN INTO GUARD RAIL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2344696 3237 2 BOWDEN 2 2 N M HWY 587 6/5/2011 22.2 2 2 1 47 51 2 22 15 16.058 2 2 3 0 V1 NB, HYDROPLANED ON SLIPPERY RD & XED HWY TO LT, VEH ROLLED OVER, DS 5159802.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2344812 3237 2 BOWDEN 2 587 SB OFF RAMP 5/24/2011 7.2 2 2 8 97 61 2 22 15 15.93 2 2 1 0 V1 MADE SB TURN ONTO OFF RAMP, V1 SWERVED OFF RD TO WEST AND STRUCK LAMP POST.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2593464 3237 2 BOWDEN 2 5 N K TWP RD 340 12/2/2011 10.35 2 2 1 47 61 2 22 10 14.571 6 3 1 0 NB V1 LOST CTRL & STRUCK GUARD RAIL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2645645 3265 2 BOWDEN 2 SB NOT SPECIFIED 11/30/2011 10.45 2 2 5 47 61 2 22 10 13.433 1 3 1 0 V1 SB, WIND GUST PUSHED LT, LOST CTRL, OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553804 3265 2 OLDS 2 3 N K NETOOK RD TWP RD 334 N/B ROLLOVER ENDED S/B 3/21/2011 20.3 2 2 1 47 71 2 22 10 12.828 4 3 1 0 NB V1 LOST CTRL, STRUCK CENTER DITCH, ROLLED OVER CABLE BARRIER, SPUN & STOPPED FACING SB.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553751 3265 2 BOWDEN 2 4 S K BOWDEN 1/28/2011 13.5 2 2 1 47 61 2 22 10 10.648 4 3 1 0 V1 WENT INTO DITCH TO THE LT & STRUCK FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553769 3265 2 OLDS 2 1 N K HWY 27 1/23/2011 12.4 2 1 5 47 51 2 22 10 1 1 3 2 0 SB V1 LOST CTRL ON SLIPPERY SURFACE OFF RD LT ON CENTER MEDIAN.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2233145 3265 2 OLDS 2 5 N M HWY 27 11/14/2011 9.17 2 2 1 47 61 2 22 5 0.5 1 3 1 0 NB V1 LOST CTRL, DID 180 INTO CABLE BARRIER FACING SB IN WB LANES.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1557026 3293 2 RED DEER 2 011A HIGHWAY 11A AT HIGHWAY 2 OVERPASS 12/4/2005 15.44 2 2 3 47 61 2 24 55 36.37 1 3 1 0 V1 EB, CROSSED CENTRE MERIDIAN, STRUCK RAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1482679 3293 2 RED DEER 2 011A 100 S M 11A OVERPASS EXIT RAMP FROM HWY 11A E/B TO HWY #2 N/B 8/22/2005 15 2 2 3 97 51 2 24 55 36.269 1 1 1 0 V1 EB ON EXIT RAMP TO NB, LOST CTRL, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1502814 3293 2 RED DEER 2 500 S M HWY 11A MEDIAN SB LANES 3/23/2005 9.12 2 2 5 47 51 2 24 55 35.969 4 3 1 0 V1 SB LOST CTRL ON ICE, RORL, ENTERED MEDIAN, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1483064 3293 2 RED DEER 2 2 N K 67 ST MEDIAN BETWEEN NORTH & SOUTH BOUND LANES 1/8/2005 8.45 2 2 1 47 51 2 24 50 35.098 5 3 1 0 VEH1 NB, LOST CTRL, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1314499 3293 2 RED DEER 2 500 N M 32ND ST RED DEER 4/15/2005 23.42 2 2 9 47 51 2 24 45 33.594 1 1 6 0 N/A Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1482637 3293 2 RED DEER 2 400 N M 67 ST O/P ON HWY 2 2/22/2005 7 2 9 5 47 71 2 24 45 33.422 1 1 1 0 VEH1 SB, FELL ASLEEP, STRUCK GRDRL, LOST CTRL, ENTERED MEDIAN, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1482642 3293 2 RED DEER 2 200 N M HWY 2 & 67 ST OVERPASS NE92 1/24/2005 7.33 2 2 7 97 51 2 24 45 33.182 1 3 1 0 V1 NB AT OVERPASS TO ENTER HWY NB COMING OFF RAMP, LOST CTRL, ENTERED MEDIAN, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1483091 3293 2 RED DEER 2 STRUCK GUARDRAIL NORTHSIDE OF RED DEER RIVER BRIDGE 1/6/2005 12.1 2 2 4 47 61 2 24 40 30.91 4 3 1 0 VEH1 SB, SLIPPED ACROSS ROADWAY, INTO MEDIAN, STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1504295 3293 2 RED DEER 2 002A OFF RAMP TO HWY 2A TAYLER DRIVE-PLACED ON RAMP 3/27/2005 11.2 2 2 5 97 61 2 24 25 25.498 1 4 1 0 V1 SB TOOK EXIT FOR OFFRAMP, HIT GRAVEL PATCH, SLID, ENTERED DITCH, STRUCK GRDRL AND LIGHT POLE.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1614306 3293 2 RED DEER 2 002A FROM NEB HWY 2A AT SB ENT TERM TO HWY 2 11/19/2005 2.25 2 2 2 70 71 2 24 25 25.297 1 1 2 0 V1 ON EXIT TO SB, DRI LOST CONTROL, ROLLED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1371174 3293 2 RED DEER 2 GAETZ AVE HWY 2 AT GAETZ AVE OVERPASS 2/18/2005 14.5 2 9 1 47 51 2 24 25 25.073 1 1 3 0 V1 NB IN FAST LANE, DRIFTED TO SLOW LANE, SWERVED LT, OVERSTEERED, LOST CTRL, ENTERED WEST DITCH, OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1639752 3293 2 RED DEER 2 GAETZ AVE F/O 100 S M GAETZ AVE SW F/O 92-94 SOUTHBOUND LANE 4/3/2005 8.52 2 2 5 47 51 2 24 25 24.861 1 1 1 0 V1 SB LOST CTRL, ENTERED CENTER MEDIAN, OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1486707 3237 2 PENHOLD 2 42 SB EXIT RAMP FROM #2 ONTO #42 1/4/2005 15.25 2 2 5 97 51 2 24 15 15.557 6 3 1 0 V1 SB OFFRAMP TOO FAST FOR CORNER, RORL, OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1502762 3237 2 INNISFAI 2 2 N K ANTLER HILL E SIDE DITCH 1/9/2005 21 2 2 5 47 51 2 24 10 10.246 6 3 2 0 V1 SB HIT PATCH OF ICE, LOST CTRL, ENTERED MEDIAN, OT INTO EAST DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1758549 3293 2 RED DEER 2 SOUTHBOUND ENTRANCE RAMP OF HWY 11 A 4/23/2006 20 2 2 5 70 51 2 24 55 36.029 1 1 1 0 V1 SB ON ENTRANCE RAMP, V1 TRAVELLING TOO FAST FOR CURVE, V1 SLIPPED ONTO SIDE AND SLID ACROSS HWY, LOAD SPILLED IN CENTRE MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1732846 3293 2 RED DEER 2 1 S K HWY 11 A O/P CENTER MEDIAN 7/26/2006 20.3 2 2 1 47 41 2 24 50 35.433 1 1 1 0 V1 NB LOST CONTROL DUE TO LOSS OF TIRE, SPUN AND ENTERED DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1733409 3293 2 RED DEER 2 1.5 S K 67 ST RED DEER RIVER BRIDGE N/B 10/21/2006 3.45 2 2 8 47 61 2 24 40 30.805 2 2 1 0 V1 NB LOST CTRL, STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1758501 3293 2 RED DEER 2 OPPOSITE ALBERTA SPORTS HALL OF FAME 3 NORTH OF 32ND ST 4/12/2006 21.1 2 2 4 47 51 2 24 40 29.712 1 1 1 0 V1 SB LOST CONTROL, SPUN AND FLIPPED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1446987 4712 2 RED DEER 2 32 ST 8/11/2006 21 2 2 4 47 61 2 24 35 28.192 2 2 2 0 V1 SB LOST CTRL, STRUCK LAMP STANDARD.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1814601 3293 2 RED DEER 2 32 ST SE 92 N/B ON HI 2 TURNING E ON 32 ST OVERPASS SLIPPED 8/4/2006 15.03 2 2 8 97 51 2 24 35 28.171 2 2 1 0 V1 NB BRAKED, LOST CONTROL AND ENTERED DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1504536 3293 2 RED DEER 2 0.25 S K 32 ST OVERPASS 9/28/2006 14.25 2 2 4 47 51 2 24 35 27.907 1 1 1 0 V1 SB, SB TRAFFIC STOPPED SUDDENLYU, V1 SWERVED TO AVOID VEH, ENTERED DITCH, LOST CTRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1732853 3293 2 RED DEER 2 500 S M 32 ST OVERPASS 8/1/2006 15.18 2 2 8 47 51 2 24 35 27.73 1 1 2 0 V1 NB, DRI V1 FELL ASLEEP, V1 ENTERED SHOULDER & LOST CTRL, V1 OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1733296 3293 2 RED DEER 2 GASOLINE ALLEY EXIT SB 11/13/2006 9.23 2 2 1 47 51 2 24 24 24.147 4 3 1 0 V1 NB LOST CTRL, STRUCK DEER CARCASS, OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1785501 3293 2 RED DEER 2 1 S K MACKENZIE OVERPASS SB LANE 10/11/2006 18.54 2 10 1 5 1 47 12 2 24 22 21.271 1 1 1 0 V1 NB IN SB LANE, V2 SB, V1 STRUCK V2, V1 THEN STRUCK V3.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1733385 3293 2 RED DEER 2 3 S K RED DEER 3/4/2006 3 2 2 2 47 51 2 24 20 20.945 1 3 1 0 V1 NB LOST CONTROL ON ICE, WENT THROUGH MEDIAN, CROSSED SB LANES ENTERED DITCH AND ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1732860 3293 2 RED DEER 2 0.5 S K MCKENZIE OVERPASS 6/13/2006 2 2 2 1 47 41 2 24 20 20.872 1 1 1 0 V1 NB, DRI 1 FELL ASLEEP, ENTERED MERIDIAN, CROSSED SB LANES AND STRUCK SLOUGH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1649036 3237 2 INNISFAI 2 500 N M HWY 42 OVERPASS QE2 12/29/2006 10 2 2 1 47 51 2 24 20 16.615 6 3 1 0 V1 NB PASSING VEH, LOST CTRL, ENTERD MEDIAN BACKWARDS, OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1748040 3293 2 RED DEER 2 5 N K 42 3/21/2006 8 2 2 1 47 51 2 24 15 15.722 4 3 1 0 V1 NB HIT ICE, LOST CONTROL, TROUGH MEDIAN AND FLIPPED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1748088 3293 2 PENHOLD 2 1 S K HWY 42 N/B LANE 3/18/2006 7.4 2 2 1 47 51 2 24 10 14.664 4 3 2 0 V1 NB LOST CONTROL ON ICE, RORL, THROUGHT MEDIAN, AND FLIPPED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1748241 3237 2 PENHOLD 2 1 S K HWY 42 12/29/2006 10 2 2 1 47 51 2 24 10 14.376 1 3 1 0 V1 NB LOST CTRL, ENTERED MEDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870361 3237 2 PENHOLD 2 2 S K HWY 42 NORTHBOUND LANES 12/6/2006 16.2 2 2 1 47 51 2 24 10 13.685 6 3 2 0 V1 NB LOST CTRL, RORL, ENTERED MEDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870011 3237 1 IN 2 S SIDE OF ANTLER HILL 10/27/2006 5.3 2 2 6 47 51 2 24 10 8.123 4 3 1 0 V1 SB,LOST CTRL, ENTERED MERIDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870334 3237 2 INNISFAI 2 1 S K OLD POLE RD 11/30/2006 8.25 2 2 6 47 51 2 24 10 7.237 1 3 1 0 V1 SB LOST CTRL, SPUN, ENTERED CENTER MEDIAN, OT ACROSS NB LANES, ENTERED EAST DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870346 3237 2 INNISFAI 2 5 N K INNISFAIL 12/3/2006 16.57 2 10 2 6 47 47 11 2 24 10 5.373 4 3 5 0 V1 NB, V2 SB, V1 LOST CTRL, CROSSED MEDIAN, STRUCK V2 HO.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870259 3237 2 INNISFAI 2 5 N K INNISFAIL UP ANTLER HILL 11/3/2006 6.3 2 2 6 47 51 2 24 10 5 5 97 2 0 V1 SB LOST CTRL, ENTERED MERIDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870421 3237 2 INNISFAI 2 3.5 N K INNISFAIL ANTLER HILL 12/27/2006 9 2 6 2 6 47 47 31 2 24 10 3.5 4 3 2 0 V1 NB, V2 SB, V1 LOST CTRL, CROSSED MEDIAN, ENTERED SB LANE, V2 STRUCK V1.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1748046 3237 2 INNISFAI 2 1.5 N K HWY 54/590 OVERPASS AT CROSSOVER FOR HWY MAINTENANCE EQUIP 1/15/2006 22.1 2 10 2 6 47 47 11 2 24 10 1.245 4 3 5 0 V1 NB LOST CONTROL ON ICY ROADS, CROSSED CENTER LINE INTO PATH OF V2, V2 SPUN AND ENTERED DITCH.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2007 1732802 3293 2 RED DEER 2 011A 7/29/2007 12.12 2 2 3 97 51 2 24 55 36.168 1 1 1 0 VEH EB TO TURN SB, VEH LOST CONTROL LOAD SHIFTED AND TRUCK W/TRT ONTO ITS SIDE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 2039178 3293 2 RED DEER 2 011A EB EXIT RAMP ONTO HWY 11A FROM NB QE2 8/20/2007 16.15 2 2 1 97 51 2 24 55 36.151 1 1 1 0 V1 NB EXIT RAMP FOR HWY, WOBBLE DROVE INTO LEFT DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 2000788 4712 2 RED DEER 2 011A HWY 11A ON RAMP 7/14/2007 20.1 2 2 3 97 51 2 24 55 36.147 1 1 1 0 V1 SEB, LOST CTRL, ROLLED INTO DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1732914 3293 1 RED DEER 2 100 S M HWY 11 OVERPASS 3/21/2007 10.45 2 6 5 1 47 47 31 2 24 45 32.964 4 3 2 0 V2 NB, LOST CTRL, MOVED FROM PASSING LANE TO SLOW LANE, SLID BACK ACROSS PASSING LANE AND MEDIAN INTO SB LANE, COLLIDED WITH V1.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1482734 3293 2 RED DEER 2 BETWEEN 67 ST &32ND ST RED DEER 2/12/2007 6.45 2 10 6 8 47 47 11 2 24 40 31.329 4 3 1 0 V1 SB, V2 NB, V2 LOST CONTORL THRU MEDIAN AND STRUCK V1, V1 ENDED IN MEDIAN , V2 ENDED NB IN SB LANES.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1720648 3293 2 RED DEER 2 NB LANES UNDER GAETZ AVENUE OVERPASS 1/13/2007 12.1 2 2 8 47 71 2 24 25 25.202 1 3 2 0 V1 NB, LOST CONTROL ON ICY RD, DROVE UP ONTO GUARD RAIL, STRUCK LIGHT STANDARD, STOPPED UPSIDE DOWN ON GUARD RAIL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1921595 3293 2 RED DEER 2 1 S K 19 ST 9/25/2007 16.1 2 2 5 47 51 2 24 24 24.636 1 1 1 0 V1 SB, LOST CONTROL RORL ROLLOVER.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1939836 3293 2 RED DEER 2 500 S M MCKENZIE RD 1/31/2007 17.45 2 2 1 47 51 2 24 22 21.873 4 3 1 0 OBJ1 NB LOST CONTROL AND ROLLED OVER IN THE MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1503587 3293 2 RED DEER 2 1 S M MACKENZIE ROAD 8/13/2007 9.06 2 2 6 24 51 2 24 22 21.548 1 1 1 0 V1 SB, OTHER VEH MERGING IMPROPERLY FORCED EVASIVE MANOUVER ON V1, LOST CONTROL VEH ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1870097 3293 2 RED DEER 2 1 S K MACKENZIE RD OVERPASS 2/1/2007 2 2 2 47 51 2 24 22 21.297 1 3 2 0 OBJ1 TRAVELING NB, ATTEMPTED TO AVOID COLLISION WITH SEPERATE VEH IN FRONT THAT ROLLED ON ITS SIDE, OBJ1 LOST CONTROL, ENTERED CENTER MEDIAN DITCH, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1732713 3293 2 RED DEER 2 NEAR MACKENZIE OVERPASS 2/1/2007 8 2 2 8 47 51 2 24 20 20.388 6 3 2 0 V1 NB, LOST CONTROL ON BAD ROADS, COLLISION.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1732332 3293 2 RED DEER 2 42 10/19/2007 23.05 2 2 1 97 51 2 24 15 15.829 2 2 1 0 V1 N LANE, TURNED ONTO OFF RAMP FOR WB, WENT OFF WHILE MAKING TURN, NO TRAFFIC CTRL DEVICES, SURFACE WAS PAVED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1870198 3293 2 RED DEER 2 3 S K DENHOLD OVERPASS 3/2/2007 18.2 2 2 6 47 51 2 24 10 12.674 6 3 1 0 V1 SB, LOST CONTROL ON SLIPPERY RD, RORL, ENTERED CENTER MEDIAN, ROLLED, CAME TO REST UPRIGHT IN NB LANES.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1748209 3237 2 INNISFAI 2 0.6 N K INNISFAIL 8/19/2007 18.55 2 2 2 47 51 2 24 10 5.998 1 1 5 0 V1 NB, LOST CONTROL ONTO MEDIAN ROLLOVER IN DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1870551 3237 2 INNISFAI 2 4 N K INNISFAIL 4/1/2007 18.16 2 2 6 47 51 2 24 10 3.998 4 3 3 0 V1 SB, LOST CONTROL ON HILL, ROR INTO MEDAIN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 2075367 3237 2 INNISFAI 2 54 HYW 54 OVEPASS 12/26/2007 17.46 2 6 2 6 47 47 31 2 24 10 0.704 4 3 1 0 V1 NB, WHEN VEH GOING SB CAME THRU MEDIAN & STRUCK V1.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2007 1870111 3237 2 INNISFAI 2 590 OFF RAMP SB 6/21/2007 15 2 2 6 97 41 2 24 5 0.128 1 4 1 0 V1 SB OFF RAMP, LOST CONTROL ON GRAVEL, SLID ON RT SIDE, RORL.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2008 2097585 3293 2 PONOKA 2 011A MERGING ONTO HWY FROM 11A SB 2/11/2008 9.3 2 2 3 97 61 2 24 55 36.22 1 3 1 0 V1 SB, LOST CTRL, STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders



2008 2075139 3293 2 RED DEER 2 300 S M HWY 11A 4/30/2008 13.5 2 2 3 97 51 2 24 55 36.122 1 1 1 0 V1 SB, LOSS OF CTRL DUE TO EXCESSIVE SPEED, ROLLOVER.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 1503927 3293 2 RED DEER 2 EAST DITCH BETWEEN HWY11A AND HWY11 5/7/2008 14.3 2 7 1 97 97 2 24 50 34.961 1 98 1 0 V1 NB HIT SHARP RISE LOST CTRL AND OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 1732458 3293 2 RED DEER 2 BETWEEN 67ST AND 11 A OVERPASSES 12/17/2008 10 2 2 5 47 51 2 24 50 34.801 4 3 1 0 SB, POOR RD CONDITIONS, TRAFFIC AHEAD STOPPED, V1 WENT INTO MEDIAN TO AVOID COLLISION, ENDED TIPPING ON DRI SIDE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2074713 3293 2 RED DEER 2 11 ON RAMP QEZ SB FROM HWY11 WB 11/27/2008 21.25 2 2 6 97 51 2 24 45 32.992 1 1 1 0 V1 PULLING V2+ TRAILER EXITING WB, LOAD SHIFT CAUSING V2 TO FLIP ONTO ITS SIDE PULLING V1.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 1732399 3293 2 RED DEER 2 1 S K 67ST OVERPASS 5/11/2008 10.4 2 2 6 47 51 2 24 40 31.835 1 1 1 0 V1 SB, ENTERED CENTRE MEDIAN, ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2039336 3293 2 RED DEER 2 2 N K 32 ST NORTHBOUND LANES 8/17/2008 15.3 2 10 4 8 47 47 11 2 24 40 30.229 1 1 1 0 V2 NB IN RT LANE, V1 TRIED TO CROSS NB LANES, V2 STRUCK V1, MINOR INJURY.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2074747 3237 2 INNISFAI 2 20 N K INNISFAIL 12/19/2008 8.05 2 6 4 8 47 47 31 2 24 20 20.189 1 3 1 0 V1 SB, V2 NB, V1 LOST CTRL AND WENT INTO NB LANE, V1 STRUCK V2.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074654 3237 2 PENHOLD 2 500 S M HWY 42 OVERPASS 12/7/2008 13 2 6 5 1 47 47 31 2 24 15 15.182 4 3 1 0 V2 DRIVING TOO FAST FOR RD CONDITIONS, CROSSED MEDIAN WHEN LOST CTRL, RAN INTO V1.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 2074765 3237 2 PENHOLD 2 1 S K HWY 42 12/12/2008 8.58 2 2 1 47 51 2 24 10 14.671 4 3 2 0 V1 NB, BEGAN TO LOSE CTRL, OFF RD LT THRU CENTRE MEDIAN, FLIPPED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 1503921 3293 2 PENHOLD 2 10 S K RED DEER 3/4/2008 5 2 10 1 5 47 47 11 2 24 10 14.604 98 3 1 0 D2 SB, CROSSED DIVIDE, COLLIDED WITH D1.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075246 3237 2 PENHOLD 2 2 S K HWY 42 2/28/2008 6.3 2 6 1 5 47 47 31 2 24 10 13.878 4 3 1 0 V2 SB, CROSSED MEDIAN, STRUCK V1, V1 TRAVELLED INTO DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2075311 3237 2 INNISFAI 2 3 S K HWY 42 QE II SB 2/12/2008 19.48 2 2 2 47 51 2 24 10 12.673 1 98 1 0 V1 NB,, LOST CTRL ON ICY SURFACE, WENT INTO MEDIAN, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074721 3237 2 PENHOLD 2 42 HWY 2 NB SOUTH OF BIG BEND 12/7/2008 12.3 2 2 6 47 51 2 24 10 11.943 4 3 1 0 V1 SB LOST CTRL ON CIE AND HIT DITCH, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074476 3237 2 INNISFAI 2 3 N K INNISFAIL 12/29/2008 12.27 2 2 2 47 51 2 24 10 3 1 3 1 0 V1 NB, V1 WENT OFF RD INTO CENTER MERIDIAN, V1 OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2075106 3237 2 INNISFAI 2 2.5 N K INNISFAIL 4/20/2008 16.1 2 2 2 47 51 2 24 10 2.501 4 3 3 0 V1 NB IN RT LANE, PASSED BY NB SEMI, VERY ICY RD CONDS, LOST CTRL, SPUN INTO CENTER MEDIAN, OT ACROSS SB LANES.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074922 3237 2 INNISFAI 2 1.5 N K 54 HWY NB SB LANE 1.5 10/24/2008 10.3 2 10 2 6 1 1 11 2 24 10 1.326 1 1 2 0 V2 NB, MOVED TO FAST LANE, V2 HIT V4, V4 LOST CTRL, STRUCK V3, V3 SPUN, HIT V1.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 1732796 3237 2 INNISFAI 2 300 N M HWY 590 12/18/2008 9.31 2 2 6 70 51 2 24 5 0.19 4 3 1 0 V1 NB LOST CTRL AND OT IN MEDIAN.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2008 2075077 3237 2 INNISFAI 2 54 EXIT RAMP FROM QEII SB TO WB HWY 54 7/18/2008 16.35 2 2 6 22 61 2 24 5 0.16 1 1 1 0 V1 SB, SPEED TOO FAST, TIRES DROPPED OFF PVMT, LOST CTRL, JK, OVER EMBANKMENT, HIT LARGE RD SIGN, CAME TO REST IN NORTH/RT DITCH.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2009 1732633 3293 2 RED DEER 2 SB 4/11/2009 2 2 5 47 71 2 24 45 33.712 1 1 1 0 V1 SB, WENT OFF RD LT, TOOK OUT LIGHT POLE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2074628 3293 2 RED DEER 2 N SIDE OF RED DEER RIVER BRIDGE 4/24/2009 3.2 2 2 8 47 51 2 24 40 30.961 4 3 3 0 V1 NB, COMING DOWN HILL, FISHTAILED, LOST CTRL, SPUN INTO CENTER MEDIAN, ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2194344 3293 2 RED DEER 2 19 ST ON RAMP 11/19/2009 23.08 2 2 8 97 51 2 24 25 26.329 1 98 1 0 V1 NB ON RAMP, ROLLED INTO MEDIAN ON SLIPPERY RD CAUSING ROLLOVER.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 1732361 3293 2 RED DEER 2 800 S M MACKENZIE RD 12/9/2009 10 2 2 6 47 51 2 24 22 21.43 4 3 3 0 V1 SB, RIGHT CURVE, LOST CTRL ON ICE, ENTERED MEDIAN, ROLLED ONTO ROOF.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2388301 3293 2 RED DEER 2 2 S K GASOLINE ALLEY NB 12/23/2009 18.31 2 2 4 47 51 2 24 20 20.528 4 3 2 0 MEMBER WAS ON SCENE AT ANOTHER COLLISION WHEN V1 SB HIT ICE AND ROLLED ACROSS MEDIAN AND STOPPED IN NB LANE.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 1503986 3293 2 RED DEER 2 1 N K HWY 42 OVERPASS 12/25/2009 23.3 2 2 1 47 51 2 24 20 16.686 1 3 1 0 V1 NB SAYS HE MAY HAVE HIT AN ANIMAL, SENDING HIS TRUCK OUT OF CONTROL ROLLING SEVERAL TIMES ACROSS MEDIAN ONTO SB LANES, NO SIGNS OF ANY ANIMAL HIT, POSSIBLY HIT SNOW DRIFT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 1875392 3237 2 PENHOLD 2 0.5 S K HWY 42 3/7/2009 18.1 2 6 1 5 47 47 31 2 24 15 15.137 4 3 1 0 V1 NB SLID ON ICE, OT, TO SB TRAFFIC, V2 SB HIT V1.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2345276 3237 2 PENHOLD 2 1.5 S K HWY 42 10/8/2009 18.3 2 6 1 5 47 47 31 2 24 10 13.94 4 3 2 0 V1 NB LOST CONTROL DUE TO ICE, SPUN INTO CENTER MEDIAN, ROLLED, CROSSED INTO SB LANES, V2 SB STRUCK V1, V2 WENT INTO DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345304 3237 2 PENHOLD 2 5 S K 42 OVERPASS 10/4/2009 14.5 2 2 6 47 61 2 24 10 10.672 1 1 1 0 V1 SB, DRI HAD SEIZURE, DROVE THRU 4 LANES OF TRAFFIC, RAN THRU 2 FENCES.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2161469 4705 2 INNISFAI 2 NORTH OF INNISFAIL 3/10/2009 4.3 2 2 2 47 51 2 24 10 1 1 3 1 0 V1 NB, LOST CONTROL ON ICE, WENT OFF RD ON LT SIDE.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2010 2487232 3293 2 RED DEER 2 ARB 10/28/2010 21.5 2 2 1 47 61 2 24 50 33.807 1 1 1 0 V1 NB HAD A TIRE THAT WAS FLAT AND FORCED V1 AGAINST GUARD WIRE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2345604 3293 2 RED DEER 2 11 4/26/2010 15.3 2 2 2 97 51 2 24 45 33.132 1 1 2 0 V1 MERGING ONTO SB, TOO FAST, LOST CTRL OF TRAILER, FLIPPED ON SIDE.During 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 1733134 3293 2 RED DEER 2 300 N M RED DEER RIVER BRIDGE 2/3/2010 23.5 2 2 8 47 61 2 24 40 31.199 1 3 1 0 V1 NB IN PASSING LANE TRAVELLING TOO FAST FOR RD CONDITIONS, WENT OUT OF LANE ONTO SNOW COVERED SHOULDER AND THEN INTO MEDIAN AND STRUCK A POLE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2255445 3293 2 RED DEER 2 1 S M EXIT 394 3/23/2010 7 2 2 4 47 51 2 24 25 25.741 5 3 1 0 VEH SB, LOST CTRL, FISHTAILED, ROLLED 2X DOWN HILL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2535329 3293 2 RED DEER 2 GAETZ AVE UNDERPASS CORNER UNDER GAETZ SB OVERPASS NB LANES 12/30/2010 8.54 2 2 8 47 51 2 24 25 25.237 1 3 1 0 V1 LOST CTRL ON ICE, SPUN & OT INTO DITCH, STRUCK GUARDRAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2345152 3293 2 RED DEER 2 500 S M 19 ST W 113 48 55.921, N 52 13 35.589 SB LANES 1/24/2010 16.02 2 2 4 47 71 2 24 25 25.17 1 1 2 0 V1 SB, DRIFTED LT, STRUCK GRDRL, VAULTED, ROLLED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2345240 3293 2 RED DEER 2 GAETZ AVE EXIT EXIT 394 1/2/2010 18.55 2 2 8 47 51 2 24 25 25.165 1 1 1 0 V1 NB IN CENTER LANE NB OF GASOLINE ALLEY, HWY SPLITS TO GO NB OR EXIT INTO RED DEER, V1 INADVERTENTLY BEGAN TO EXIT INTO RED DEER, REALIZED ERROR, OVER CORRECTED, LOST CONTROL, SPUN 180 INTO CENTER MEDIAN & ROBefore 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 1733143 3293 2 RED DEER 2 300 S M MACKENZIE RD 1/26/2010 0.55 2 2 6 47 51 2 24 22 21.975 4 3 1 0 V1 SB, DID LANE CHANGE, WENT OFF RD LT, ROLLED & LANDED ON EB SHOULDER, RD CONDITIONS SNOWY & ICE COVERED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2253908 3293 2 RED DEER 2 SOUTH OF GASOLINE ALLEY OVERPASS 10/3/2010 4.4 2 2 5 47 71 2 24 20 20.932 1 1 1 0 V1 SB FELL ASLEEP AT WHEEL, WENT OFF ROAD TO TEH RIGHT, OVER CORRECTED AND ROLLED THE VEH TWICE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 1732498 3293 2 RED DEER 2 42 @HWY 42 OVERPASS 1/1/2010 12.1 2 2 5 47 51 2 24 15 15.459 4 3 1 0 V1 SB IN FAST LANE, DRI PASSING SLOWER MOVING VEHS, LOST CONTROL ON ICE AND ENTERED MEDIAN, ROLLED TWICE AND CAME TO REST ON WHEELS IN EXIT LANE.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2553774 3237 2 INNISFAI 2 1 S K HWY 42 12/22/2010 14.1 2 2 6 47 71 2 24 10 12.988 1 3 1 0 V1 SB PULLING TRAILER IN RIGHT LANE , V1 LOST CONTROL AND WENT OFF RD LEFT AND ROLLED.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2194582 3293 2 RED DEER 2 011A AT ROADSIDE TRUN OFF 7/12/2011 5.45 2 2 1 97 51 2 24 55 36.252 1 2 1 0 NB V1 LOST CTRL, DID A 180 DEGREE THEN ROLLD ONCE IN THE CENTER MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2553694 3293 2 RED DEER 2 67 STREET SB EXIT RAMP 9/10/2011 9.44 2 2 5 97 51 2 24 45 33.163 1 4 1 0 SB MOTORCYCLIST1 CAUGHT LOOSE DIRT/GRAVEL, OFF RD LT, DROPPED BIKE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2593444 3293 2 RED DEER 2 1 S K 67 ST 5/24/2011 17 2 2 2 47 61 2 24 40 31.673 1 1 1 0 V1 NB LT LANE, BEGAN TO WOBBLE, WENT DOWN, SLID INTO CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2485124 3293 2 RED DEER 2 2 N K 32 ST NEAR SPORTS HALL OF FAME 1/8/2011 16.05 2 2 8 47 61 2 24 40 30.221 4 3 1 0 NB V1 SPUN INTO CENTER MEDIAN CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 1733224 3293 2 RED DEER 2 32 ST HWY 2 N/B ON RAMP 5/31/2011 2.05 2 2 6 97 51 2 24 35 28.434 1 1 1 0 V1 DROVE OFF RD & ROLLED, ALL 3 OCCUPANTS ADVISED THAT THEY WERE ALL DRUNK & DID NOT KNOW DRI.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2535245 3293 2 RED DEER 2 0.5 S K OF GATZS EXIT 4/17/2011 6.45 2 2 4 47 61 2 24 25 24.886 4 3 3 0 V1 SB, LOST CTRL AS HE WENT AROUND TURN, HIT MEDIAN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553785 3293 2 RED DEER 2 8 N M HWY 42 1/8/2011 11.15 2 2 1 24 61 2 24 15 16.556 6 3 2 0 NB V1 STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2535364 3237 2 PENHOLD 2 200 S M HWY 42 S B 3/18/2011 22.54 2 2 5 47 71 2 24 15 15.476 1 3 1 0 SB V1 STRUCK WATER & ICE PATCH, LOST CTRL, HIT CENTER MEDIAN & ROLLED APPROX SIX TIMES.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593400 3237 2 PENHOLD 2 SOUTH OF PENHOLD OVERPASS HWY 42 12/2/2011 7.54 2 2 9 47 61 2 24 10 14.602 1 3 1 0 V1 OFF RD LT INTO CABLE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535119 3237 2 INNISFAI 2 8 N K OF INNISFAIL 10/2/2011 7.45 2 2 2 47 61 2 24 10 7.995 5 2 1 0 V1 NB, DRI FELL ASLEEP, HIT CTR RAILING.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1580058 1872 2 LEDUC 2 1 S K HWY 2A IN MEDIAN 4/29/2005 22.45 2 2 5 47 51 2 30 40 33.103 4 3 1 0 V1 SB SLID ON ICE, ENTERED MERIDIAN DITCH, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1874288 1872 2 LEDUC 2 50 AVE OVERPASS NB 9/22/2006 9.51 2 2 1 47 61 2 30 50 35.193 1 2 1 0 V1 NB, DRIFTED LT, STRUCK GRDRL, RETURNED TO LANE, STRUCK LT GRDRL AGAIN, ENTERED DITCH, DRIVER THINKS HE BLACKED OUT.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2006 1519211 1872 2 LEDUC 2 N/B LANES 50TH AVE OVERPASS 11/13/2006 14 2 2 5 47 61 2 30 50 35.022 4 3 1 0 V1 SB SLID LT, STRUCK GRDRL, SLID TO RT SIDE OF RD.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2007 1874885 1872 2 LEDUC 2 S/B SOUTH OF LEDUC OVERPASS 5/4/2007 17.05 2 2 4 47 51 2 30 50 34.838 2 2 1 0 V1 SB ON HWY RAINING HEAVY DRIVER WENT OF ROAD INTO MERIDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1551428 1872 2 LEDUC 2 0.5 S K EXIT 516 1/8/2007 6.15 2 2 1 47 51 2 30 40 33.344 6 3 1 0 VEH NB, W/ HIGH WINDS , VEH HIT DRIFTING SNOW, ROR WEST & VEH ROLLED. DUP CASE # 1579807 DELETED JULY 16, 2008Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1670032 1872 2 LEDUC 2 2 N K 50 AVE LEDUC 2/12/2007 8.06 2 2 1 47 51 2 30 40 33.276 1 3 1 0 V1 NB, LOST CONTROL ON ICY ROAD, ROLLING VEH ON MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2226271 1872 2 LEDUC 2 0.3 N K HWY 2A 11/12/2008 6.4 2 2 8 47 61 2 30 50 34.685 2 97 1 0 N/A. Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2115101 1886 2 LEDUC 2 002A 6/14/2008 12.05 2 2 5 22 51 2 30 45 34.109 1 1 1 0 V1 SB ON HWY 2 TAKING 2A EXIT, V1 GOES OFF RD LT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2114476 1872 2 LEDUC 2 002A MERGE ONTO HWY 2 FROM 2A HEADING NORTH 8/6/2008 6.23 2 2 1 24 51 2 30 45 33.997 97 97 1 0 MC N ON HWY, TO MERGE, MC IN LT LANE, UK VEH MERGING ONTO HWY MOVED STRAIGHT INTO LT LANE, MC MOVED TO AVOID GETTING HIT, & HIT DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2226424 1872 2 LEDUC 2 S/B 12/19/2008 18 2 6 5 1 47 1 31 2 30 40 33.482 1 3 2 0 V2 NB, LOSES CONTROL, XED MEDIAN AND CUTS IN FRONT OF V1, V3 THEN HITS V1 FROM BEHIND, V1 GOES INTO W DITCH, V3 AND V2 ALSO GO INTO W DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2257964 1872 2 LEDUC 2 50TH AVE EXIT 12/9/2009 7.39 2 2 1 47 61 2 30 50 35.132 1 3 1 0 V1 NB, HIT SOME ICE, LOST CONTROL & HIT GRDRL.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2010 2483990 1872 2 LEDUC 2 1 S K EXIT 516 HWY 2 NB - RIGHT LANE ONTO SHOULDER & INTO CNTR DITCH ONTO R12/24/2010 18.45 2 2 1 47 71 2 30 40 33.199 1 3 1 0 V1 NB STARTED SLIDING AND DRIVER STEERED TO GET BACK INTO STRAIGHT LANE, V1 SLID AROUND AND UP ONTO THE METAL BARRIER ONTO THE ROOF WHERE IT STOPPED.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2626826 4726 2 LEDUC 2 500 S M 50 AVE LEFT LANE INTO CABLE BARRIER 9/15/2011 18.3 2 2 8 28 71 2 30 50 34.902 1 1 1 0 V1 NB, CHANGED LANES, ENTERED SHOULDER LOOSE GRAVEL, MADE CONTACT WITH CABLE BARRIER, SLID, ROLLED.After 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2005 1343714 1886 1 LEDUC 2 0.5 N K 50 STEET EXIT 1/28/2005 22 2 2 1 47 51 2 32 10 0.796 98 2 1 0 V1 NB LOST CTRL IN CURVE, OT.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2006 1717125 1886 2 LEDUC 2 39 NB OVERPASS 11/23/2006 12.49 2 2 1 47 61 2 32 5 0 4 3 1 0 V1 NB LOST CTRL, RORL, STRUCK BARRICADE.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2007 1875034 1872 1 LEDUC 2 NORTHBOUND 400 N M EXIT #517 1/14/2007 13.4 2 2 2 47 51 2 32 5 0.278 1 3 1 0 V1 NB, IN INSIDE LANE, LOST CONTROL ON SLIPPERY CONDITIONS & FLIPPED INTO THE DITCH.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2007 1730018 1872 2 LEDUC 2 0.5 N K OF EXIT 517(NORTH BOUND) 2/18/2007 10.14 2 2 2 47 51 2 32 5 0.21 1 1 1 0 VEH TRAVELING NB, LOST CONTROL AND ROR FROM FAST LANE COMING TO A REST AFTER OT.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2007 2129707 1872 1 LEDUC 2 100 N M HWY 39 9/25/2007 1 2 10 1 5 47 47 12 2 32 5 0.1 1 1 2 0 V1 NB, V2 SB, HEAD ON COLLISION.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2009 2114705 1872 2 LEDUC 2 50 AVE OVERPASS 1/2/2009 12.55 2 6 2 6 47 47 31 2 32 5 0.105 1 3 1 0 V1 N ON HWY, LOST CTRL, CROSSED DITCH TO S LANE, STRUCK V2 TRAILER.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2009 2257111 1886 2 LEDUC 2 50 AVE 50 AVE AT SB EXIT TO HWY 2 1/21/2009 18.58 2 2 7 34 41 2 32 5 0 1 1 1 0 V1 WB ON AVE, LOST CTRL, JUMPED MEDIAN, CROSSED EB LANES, INTO DITCH.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 2566429 1872 2 LEDUC 2 100 N M HWY 39 1/2/2011 16.36 2 2 6 47 51 2 32 5 0.107 1 3 1 0 SB V1 LOST CTRL & ROLLED INTO CENTER MEDIAN.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2005 1481400 671 2 AIRDRIE 2 NB 3/14/2005 6.5 3 2 1 47 61 2 18 30 11.168 4 3 0 0 V1 NB LOST CTRL, STRUCK SIGN IN MIDDLE MERIDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1319899 671 2 AIRDRIE 2 2 N K AIRDRIE 8/28/2005 13.13 3 9 1 24 51 2 18 30 11.894 1 1 0 0 V1 SB, TRAFFIC SLOWED FOR CONSTRUCTION, VEH IN FRT STOPPED SUDDENLY, V1 VEERED RT, OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1675371 671 2 AIRDRIE 2 2 N K AIRDRIE 3/23/2005 8.56 3 2 1 47 61 2 18 30 12.541 3 3 0 0 V1 NB LOST CTRL, CROSSED NB LANES, MEDIAN, SB LANES, STRUCK FENCE, ENTERED FIELD.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 Z545728 671 2 AIRDRIE 2 4 N K OF AIRDRIE 8/25/2005 22.35 3 2 9 47 61 2 18 30 14.633 0 0 V1 RORL, STRUCK HWY SIGN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1757612 671 2 CROSSFIE 2 2 N K HWY 72 11/2/2005 6 3 2 1 47 51 2 18 40 21.468 5 3 0 0 V1 NB O/L, LET OFF THROTTLE AS HE WAS PASSED, TRAILER PASSED TRUCK, STOPPED V1 ON LT SHOULDER, REAR TRAILER ON SIDE IN MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 Z545853 671 2 AIRDRIE 2 PLACED 100M SOUTH OF TWP RD 284 11/2/2005 11 3 2 9 47 61 2 18 40 22.601 0 0 V1 RORL, STRUCK FENCE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1344280 671 2 CROSSFIE 2 SB LANES NORTH OF HUMPTIES 1/6/2005 18.53 3 2 5 47 51 2 18 40 23.305 4 3 0 0 VEH1 SB, LOST CTRL, RORL, OT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1344107 671 2 CROSSFIE 2 1/2 KM S OF CROSSFIELD FLY OVER 6/26/2005 6.34 3 2 1 47 51 2 18 40 24.036 1 1 0 0 V1 NB, OT. Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1481239 671 2 CROSSFIE 2 N NEAR CROSSFIELD 1/12/2005 6.15 3 2 1 47 41 2 18 40 25.347 4 3 0 0 VEH1 NB, RORL. Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 Z561357 671 2 AIRDRIE 2 1.5 N K HWY 567 SB 7/10/2006 19.25 3 2 5 47 61 2 18 30 11.278 0 0 V1 SB RORR IN MEDIAN AND STRUCK POST.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 Z560492 671 2 AIRDRIE 2 2 N K OF AIRDRIE SOUTHBOUND 3/3/2006 21 3 2 5 47 61 2 18 30 11.741 0 0 V1 SB, RORL, ENTERED MEDIAN AND STRUCK SIGN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1481581 671 2 AIRDRIE 2 5 N K HWY 567 12/4/2006 11.1 3 6 1 5 47 47 31 2 18 30 14.743 1 1 0 0 V1 NB, V2 SB LOST REAR WHEEL, WHEEL STRUCK V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1757434 671 2 CROSSFIE 2 1 S K CROSSFIELD ACME CARSTAIRS OVERPASS NB 11/19/2006 11.25 3 2 1 47 41 2 18 30 18.462 1 1 0 0 V1 DRI DISTRACTED, V1 ENTERED RT DITCH, RETURNED TO HWY, FRT TIRES BLEW, V1 SPUN, ENTERED LT DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1910995 671 2 AIRDRIE 2 72 NORTHBOUND OVERPASS 8/4/2006 7 3 2 1 47 41 2 18 40 20.28 1 1 0 0 DRI DISTRACTED, V1 RORL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1858373 671 2 AIRDRIE 2 10 N K AIRDRIE QUEEN ELIZABETH II 12/27/2006 12.31 3 6 1 5 1 47 34 2 18 40 20.556 4 3 0 0 V2 STOPPING, SLID, STRUCK REAR OF V1, SPUN, STRUCK V3.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1770678 671 2 CROSSFIE 2 2 N K HWY 72 N/B 1/12/2006 19 3 2 1 22 51 2 18 40 21.866 1 3 0 0 V1 NB LOST CONTROL WHILE EXITING, SWERVED, ROLLED AND ENTERED MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1480388 671 2 CROSSFIE 2 3 N K HWY 72 8/29/2006 16.59 3 2 1 47 61 2 18 40 22.462 1 1 0 0 V1 SWERVED INTO MEDIAN FOR NO APPARENT RESON, STRUCK RD SIGN, CON'T.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1779636 671 2 AIRDRIE 2 14 N K AIRDRIE IN MEDIAN NB LANES 2/6/2006 21 3 2 1 47 51 2 18 40 23.74 1 1 0 0 V1 LOST CONTROL, ENTERED DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 Z563106 671 2 CROSSFIE 2 CROSSFIELD OVERPASS 1/30/2006 22 3 2 1 47 51 2 18 40 24.371 0 0 V1 NB, LOST CONTROL ON ICE, CAUGHT TRACTION, ENTERED DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1770653 671 2 CROSSFIE 2 3 N K HWY 72 1/9/2006 23.22 3 2 5 47 41 2 18 40 24.5 1 1 0 0 V1 SB, ENTERED MEDIAN, SPUN AROUND ENDING UP IN NB LANE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1910910 4693 2 AIRDRIE 2 NORTH AIRDRIE EXIT 1/31/2007 14 3 2 1 47 61 2 18 25 9.844 4 1 0 0 V1 NB AND DROVE OFF ROAD TO LEFT CROSSED SB LANES OF HWY AND STRUCK A LIGHT STANDARD.Before 4:1 > 9.0 m Ditch 4:1, > 9.0 m, Ditch

2007 Z611565 4693 2 AIRDRIE 2 NORTH OF HWY 567 4/10/2007 8.15 3 2 9 47 41 2 18 30 11.133 0 0 N/A Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 Z611489 671 2 BALZAC 2 15 N K CALGARY 11/27/2007 8.3 3 2 5 47 61 2 18 30 11.779 0 0 V1 SB WAS SLOWING DOWN AND BRAKED AND LOST CONTROL WENT INTO THE DITCH AND HIT A POLE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 Z593466 671 2 AIRDRIE 2 5 N K AIRDRIE SOUTHBOUND 9/30/2007 5.3 3 2 5 47 61 2 18 30 15.564 0 0 V1 RORL INTO MEDIAN, STRUCK POST.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 Z588469 671 2 AIRDRIE 2 10 N K AIRDRIE 1/31/2007 0.3 3 2 5 47 41 2 18 40 20.579 0 0 MV RORL, SB ON SLIPPERY ROAD.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 Z605471 4693 1 CROSSFIE 2 3 S K CROSSFIELD 4/1/2007 19.15 3 2 1 47 61 2 18 40 21.343 0 0 V1 NB, LOST CONTROL WHILE SLOWING FOR OTHER VEH , RORL, HIT SIGN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1980875 671 2 CROSSFIE 2 3 N K HWY 72 5/22/2007 0.35 3 2 5 47 41 2 18 40 22.463 1 1 0 0 V1 ALLEGES TO HAVE HIT LARGE ROCK ON ROAD CAUSING HIM TO LOSE CONTROL OF VEH AND ROR THRU MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 2119791 671 2 AIRDRIE 2 3.5 N K HUMPTY N/B 9/3/2007 2 3 2 8 47 41 2 18 40 25.917 99 99 0 0 V1 IN CENTER DITCH SB FROM MVC BLOCKING LANE OF TRAFFIC.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 Z611575 671 2 CROSSFIE 2 3 N K CROSSFIELD OVERPASS 6/19/2007 2.3 3 2 8 47 61 2 18 40 28.234 0 0 V1 TRAVELING THOUGH TIRE WAS FLAT, NOT PAYING ATTENTION AND HIT MEDIAN SIGN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 Z686090 4583 2 AIRDRIE 2 EDMONTON TR MERGING ONTO HWY2 12/9/2008 5 3 9 5 47 61 2 18 25 9.855 0 0 N/A. Before 4:1 > 9.0 m Ditch 4:1, > 9.0 m, Ditch

2008 Z592152 671 2 CROSSFIE 2 1 S K OF OVERPASS #72 1/1/2008 15 3 2 5 47 61 2 18 30 17.273 0 0 VEH WENT OFF RD SB, AFTER LOSING CTRL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 Z628780 671 2 AIRDRIE 2 2 S K HWY 72 RIGHT NEAR HUMPTYS - IN DITCH IN CENTRE OF HWY 1/22/2008 12 3 2 5 47 41 2 18 30 17.462 0 0 SB, SLID INTO DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2110307 4693 2 AIRDRIE 2 2 S K HWY 72 12/7/2008 15.2 3 6 5 1 47 47 31 2 18 30 17.463 4 3 0 0 V1 SB, V2 NB LOST CTRL SLIDING ACROSS MEDIAN INTO V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2134219 671 2 AIRDRIE 2 8 N K AIRDRIE 2/8/2008 19.45 3 2 1 47 41 2 18 30 18.557 4 3 0 0 V1 LEFT THE RD LT SIDE, AFTER BEING PASSED BY A SEMI, NO VISIBILITY.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2235230 671 2 AIRDRIE 2 VEH LEFT OFF RAMP TRAVEL N FROM HWY 2 INTENDING TO HWY 7211/19/2008 9 3 2 1 97 51 2 18 35 19.233 4 3 0 0 V1 N ON HWY, LEFT THE HWY OFF RAMP, TO GO ON HWY, V1 THEN LEFT THE OFF RAMP ON LT SIDE TO E OF HWY.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2110406 671 2 CROSSFIE 2 200 S M EXIT 295 5/22/2008 6.4 3 2 5 47 41 2 18 35 19.262 2 2 0 0 V1 SB, DRIFTED TO SHOULDER, ATTEMPTED TO CORRECT, ENTERED DITCH/MERIDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 Z605951 4693 2 CROSSFIE 2 4.82 S K CROSSFIELD VOERPASS 4/21/2008 2 3 2 1 47 61 2 18 35 19.524 0 0 V1 NB, HIT ICY PATCH, LOST CTRL, WENT OFF RD LT INTO MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 Z628681 671 2 CROSSFIE 2 72 CROSSFIELDS OVERPASS 1/28/2008 17.2 3 2 7 97 61 2 18 35 19.553 0 0 WB, HIT ICE, SPUN, HIT GRDRL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2110303 4693 2 CROSSFIE 2 72 OVERPASS 4/20/2008 18 3 2 1 47 41 2 18 35 19.6 4 3 0 0 VEH NB, V1 SLID ON ICE, JK & WENT INTO MEDIAN, PICK-UP PULLING AN RV.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 1957596 671 2 CROSSFIE 2 AT THE OFF RAMP TO HWY 72 SB 3/19/2008 14.13 3 2 5 47 51 2 18 35 20.036 1 1 0 0 V1 SB, TRAILER CAUGHT SHOULDER, PULLED TRUCK IN AS WELL, OVER CORRECTED, JK, ROLLED BOAT CAME OFF TRAILER.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2167161 4693 2 CROSSFIE 2 0.5 N K HUMPREY/SHELL GAS STN 12/16/2008 19.3 3 6 1 5 47 45 31 2 18 40 22.822 1 3 0 0 V1 NB, LOST CONTROL ON ICE AND ENTERED CENTRE MEDIAN, V1 PULLED OUT OF DITCH BY TOW TRUCK AND PARKED ON SHOULDER, V2 EXITING GAS STN, LOST CONTROL AND STRUCK V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2193578 4583 2 CROSSFIE 2 3 N K HWY 72 QEII 12/28/2008 10.2 3 2 8 47 51 2 18 40 24.709 4 3 0 0 V1 NB, V1 BRAKE TO AVOID RE OTHER UK VEH, V1 HIT WEST DITCH, LAND ON PASSENGER SIDE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 1980926 671 2 CROSSFIE 2 1 S K ACME RD 3/1/2008 4.45 3 2 4 47 51 2 18 40 27.48 1 1 0 0 V1 SB, RAN OFF RD LT, GOT PULLED INTO MEDIAN, TIPPED ON SIDE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2110443 671 2 CROSSFIE 2 500 S K TWP RD 292 S/B 10/14/2008 5.23 3 2 4 47 51 2 18 40 28.276 4 3 0 0 V1 WENT INTO LT LANE TO ALLOW VEH TO PASS COULD NOT SEE RD DUE TO RD COND, VERY BAD COND, V1 WENT INTO DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 1747156 4583 2 CROSSFIE 2 1 S K EXIT 305 OVERPASS 8/28/2008 18.11 3 2 1 47 51 2 18 40 28.56 1 1 0 0 V1 NB ON HWY, RORL, HIT MERIDIAN, TURNED SIDEWAYS IN DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2382565 4693 2 AIRDRIE 2 1 N K AIRDRIE NB ARB 11/27/2009 15 3 7 1 1 24 1 97 2 18 30 11.56 4 3 0 0 V1, V2 AND V3 SLID INTO DITCH TO AVOID MAHOR COLLISION AHEAD.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2442657 4693 2 AIRDRIE 2 2 N K AIRDRIE 12/4/2009 14 3 2 1 47 41 2 18 30 12.557 4 3 0 0 VEH NB, LOST CTRL ON ICY RD, CAUGHT LT SHOULDER, WENT INTO CTR DITCH, JK.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2297370 4583 2 AIRDRIE 2 2 N K AIRDRIE SB LANE 1/8/2009 13 3 2 5 47 51 2 18 30 12.558 4 3 0 0 V1 SB, ROLLED IN CTR MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 Z512640 671 2 AIRDRIE 2 5 N K AIRDRIE 1/9/2009 0.3 3 2 5 47 51 2 18 30 15.557 0 0 V1 SB, LOST CTLR OF VEH DUE TO ICY RD SURFACE, ROLLED INTO CTR MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2193477 4693 2 AIRDRIE 2 1 S K HWY 72 CENTER MEDIAN 1/14/2009 14.48 3 2 5 47 41 2 18 30 18.668 4 3 0 0 N/A. Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch



2009 2382802 671 2 CROSSFIE 2 72 10/8/2009 15 3 2 7 47 61 2 18 35 19.461 4 3 0 0 V1 WB, STARTED FISHTAILING, OVER-CORRECTED & COLLIDED WITH GRDRL, DMG STKR 6538520.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2148601 4693 2 CROSSFIE 2 72 12/24/2009 15.13 3 2 5 47 61 2 18 35 19.643 1 1 0 0 VEH WENT OFF RD LT, COLLIDED WITH MEDIAN BARRICADE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2297619 671 2 CROSSFIE 2 2 N K HWY 72 SB 5/19/2009 7.05 3 2 5 47 51 2 18 40 21.463 3 3 0 0 V1 SB IN RT LANE, HIT ICY RD CONDITIONS, LOST CONTROL AND ROLLED INTO MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2193902 671 2 CROSSFIE 2 3 N K CROSSFIELD FLYOVER 1/9/2009 11.38 3 2 5 47 51 2 18 40 21.49 1 3 0 0 V1 SB LOST CTRL INTO CENTER MEDIAN OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2145755 671 2 CROSSFIE 2 TWP RD 274 2 N K HUMPITYS 1/17/2009 7.45 3 2 1 47 61 2 18 40 24.394 1 1 0 0 V1 NB HIT SPEED SIGN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 Z668996 671 2 CROSSFIE 2 1 S K CROSSFIELD EXIT 4/1/2009 3.3 3 2 5 47 61 2 18 40 28.553 0 0 V1 SB , V1 LOST CONTROL AND WENT INTO LEFT HAND DITCH, V1 STRUCK SIGN POST.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2235471 4693 2 CARSTAIR 2 4 N K CROSSFIELD SB 12/22/2009 6.5 3 2 5 47 51 2 18 40 28.573 1 3 0 0 VEH SB, LOST CTRL, WENT INTO CTR MEDIAN, ROLLED INTO NB LANES.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 1875532 4693 2 CROSSFIE 2 1 S K EXIT 305 6/25/2009 14.15 3 2 5 47 41 2 18 40 28.61 3 2 0 0 SB, HIT LARGE PUDDLE, STARTED TO HYDROPLANE, FISHTAILED, WENT NOSE FIRST INTO CENTER MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 Z713609 4583 2 AIRDRIE 2 EXIT RAMP FROM EDMONTON TRAIL S TO HWY 2 SOUTH 1/7/2010 19.3 3 2 5 47 41 2 18 25 9.822 0 0 V1 SB , V1 STEERING WAS INEFFECTIVE CAUSING V1 TO SWERVED AND STOP ON SHOULDER OF RD EN THE CENTER DIVIDER.Before 4:1 > 9.0 m Ditch 4:1, > 9.0 m, Ditch

2010 2442361 4693 2 AIRDRIE 2 100 N M HWY 567 11/17/2010 14.21 3 2 1 47 61 2 18 25 9.859 4 3 0 0 V1 NB LOST CTRL & STRUCK FENCE BARRICADE.After 4:1 > 9.0 m Ditch 4:1, > 9.0 m, Ditch

2010 2441926 671 2 AIRDRIE 2 0.5 N K HWY 567 11/17/2010 12.18 3 2 1 47 61 2 18 25 10.259 4 3 0 0 V1 NB, LOST CTRL & STRUCK FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z742291 4693 2 AIRDRIE 2 1 N M CALGARY CITY LIMITS ACROSS FROM HWY SERVICE SB 12/30/2010 7.18 3 2 5 47 61 2 18 25 10.668 0 0 V1 SB ON RIGHT LANE , V1 CHANGED LANES AND LOST CONTROL ON ICE , V1 STRUCK GUARD RAIL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2110305 4693 2 AIRDRIE 2 1 N K HWY 567 SB 5/22/2010 7.15 3 2 5 47 61 2 18 30 10.963 1 1 0 0 V1 SB ON HWY, FELL ASLEEP, OFF RD RT, THRU SIGN POST, SPUN ACROSS, VEH HIT CABLE GUARD IN MEDIAN.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z724307 4693 2 AIRDRIE 2 FIRST EXIT N/B AFTER BRIDGE 11/20/2010 13 3 2 1 47 61 2 18 30 11.019 0 0 V1 NB, A VEH WAS EXITING/MERGNG, VEH STARTED FISHTAILING SO MOVED OVER TO AVOID IT AND HIT SNOW ON SIDE OF RD WHICH PULLED V1 INTO DITCH AND HIT A CABLE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2235215 671 2 AIRDRIE 2 SB KM HWY 567 10/2/2010 8.4 3 2 5 47 61 2 18 30 11.053 1 1 0 0 V1 SB, OFF RD LT, HIT CENTER MEDIAN CABLES, DS 6699130.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z653478 671 2 AIRDRIE 2 1 N K HWY 567 NB 7/22/2010 19 3 2 1 47 61 2 18 30 11.282 0 0 V1 LOST CONTROL DUE TO HYDROPLANNING & HIT GRDRL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z653768 4693 2 AIRDRIE 2 4 N K AIRDRIE SPUN AND HIT FENCE IN THE MEDIAN NB 11/17/2010 21.3 3 2 1 47 61 2 18 30 11.76 0 0 V1 NB , V1 LOST CONTROL AND HIT CENTER MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 1954281 4693 2 AIRDRIE 2 1.5 N K AIDRIE 11/30/2010 19.25 3 2 5 47 61 2 18 30 12.06 6 3 0 0 V1 SB, V1 TRLR ATTACHED, LOST CTRL ON ICE, TRLR SWAYED PULLING V1 INTO DITCH, STRUCK FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2448164 4693 2 AIRDRIE 2 3 N K AIRDRIE 11/26/2010 0.25 3 2 5 47 61 2 18 30 13.558 6 98 0 0 V1 SB LOST CTRL ON ICE, STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z653897 671 2 AIRDRIE 2 4 N K HWY 567 6/9/2010 3 3 2 1 47 61 2 18 30 13.74 0 0 V1 NB, DRI FELL ASLEEP & STRUCK CENTRE GRDRL.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2382460 4693 2 AIRDRIE 2 4 N K HWY 567 7/10/2010 0.42 3 2 5 47 61 2 18 30 14.342 1 1 0 0 V1 LEAVES RD TO LT AND STRIKES CABLE BARRIER IN MEDIAN, DRI INDICATES HE FELL ASLEEP.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2448144 4693 2 AIRDRIE 2 5 N K AIRDRIE SB 12/30/2010 23 3 2 5 47 61 2 18 30 15.559 1 1 0 0 V1 SB DRIVING OFF THE ROAD ENTERING CENTRE MERIDIAN AND C/W CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2481984 671 2 CROSSFIE 2 7 N K AIRDRIE 6/27/2010 3 3 2 5 47 51 2 18 30 17.32 1 1 0 0 V1 SB, DEER CAME ONTO RD, V1 SWERVED AND WENT INTO DITCH, AS V1 PULLED OUT, HIT GRDRL.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2448003 4693 2 AIRDRIE 2 1 S K HWY 72 7/29/2010 16.2 3 2 5 24 61 2 18 30 18.463 1 1 0 0 V1 & V2 SB LANES, V1 AT HIGH RATE OF SPEED, SWERVES IN FRONT OF V2, V2 ATTEMPTS TO AVOID COLLISION, SWERVES OFF RD LT, STRIKES CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z653886 4693 2 AIRDRIE 2 8 N K AIRDRIE NB 5/29/2010 7.3 3 2 1 47 61 2 18 30 18.555 0 0 V1 NB, LOST CONTROL & HIT BARRIER.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2442337 671 2 AIRDRIE 2 SB NEAR DICKSON STEVENSON REST STOP 10/26/2010 17.15 3 2 5 47 61 2 18 30 18.668 1 1 0 0 V1 SB, WAS GOING TO STOP @ REST STOP, ENDED UP FOLLOWING ASLEEP & TAKING OUT 10 POLES OF CABLE MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2442360 4693 2 CROSSFIE 2 500 S M HWY 72 12/18/2010 18.39 3 2 1 47 61 2 18 35 18.963 1 3 0 0 V1 NB WAS CUT OFF, VEH WENT OFF ROAD RIGHT AND RAN INTO BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2442363 4693 2 CROSSFIE 2 0.5 S K HWY 72 11/16/2010 15.48 3 2 1 47 61 2 18 35 18.993 4 3 0 0 V1 NB, LOST CONTROL AND HIT FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2297523 4693 2 CROSSFIE 2 0.5 N K HWY 72 OVERPASS 9/23/2010 0.05 3 2 5 47 61 2 18 40 20.294 1 1 0 0 V1 SB, CAUGHT INSIDE SHOULDER OF HWY AND WAS PULLED INTO CENTRE MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2297507 4693 2 CROSSFIE 2 1 N K HWY 72 1/13/2010 6.15 3 2 1 47 51 2 18 40 20.462 1 3 0 0 V1 NB WHEN HE CAUGHT RT SHOULDER OF HWY, HE OVER CORRECTED, SHOT ACROSS HWY AND ROLLED ONCE IN CENTRE MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2382455 4693 2 AIRDRIE 2 1 N K HWY 72 6/13/2010 6.18 3 2 1 47 61 2 18 40 20.463 1 1 0 0 V1 LEAVES RD SURFACE TO THE LEFT , ENTERING CENTER MEDIAN , V1 STRIKES CABLE - BARRIER.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z731714 671 2 CROSSFIE 2 2 KM FROM CROSSFIELD 8/19/2010 17.3 3 2 5 47 61 2 18 40 22.357 0 0 V1 SB, PULLE OFF TO RT WHEN SHE ACCIDENTALLY STEPPED ON GAS, LOST CONTROL OF V1 WHICH SPUN OUT INTO LT HAND MEDIAN, AFTER HITTING LOOSE DEBRIS.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2193884 4693 2 CROSSFIE 2 2 N K TWP RD 292 EXIT 305 12/10/2010 6.4 3 2 1 47 41 2 18 40 23.748 4 3 0 0 V1 WAS PASSED BY ANOTHER TRUCK IN FAST LANE CUASING WHITEOUT CONDITION , V1 WENT OFF RD .After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2342977 4693 2 CROSSFIE 2 3 S K ACME RD 11/25/2010 15.3 3 7 4 4 47 47 97 2 18 40 26.988 6 3 0 0 V1 & V2 SB, V2 LOST CTRL WENT INTO DITCH, THEN V1 ALSO LOST CTRL & WENT INTO DITCH & COLLIDED WITH V2.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2549398 4693 2 AIRDRIE 2 2 S K TWP 292 SB 11/25/2010 15.4 3 2 8 47 61 2 18 40 27.217 6 3 0 0 V1 SB LOST CTRL ON ICE, ENTERED DITCH & STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2442072 4693 2 CROSSFIE 2 2 S K EXIT 305 8/17/2010 12.2 3 2 8 30 61 2 18 40 27.553 1 1 0 0 VEH BROKE DOWN ON WEST SHOULDER, ROLLED BACKWARDS ACROSS SB LANES COMING TO REST AGAINST CENTRE MEDIAN FENCE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2442336 671 2 CROSSFIE 2 1 S K TWP 292 10/23/2010 3 3 2 1 47 61 2 18 40 28.567 1 1 0 0 V1 NB, V2 FOUND ABANDONED, R/O FOUND 3 MILES SOUTH OF VEH.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 Z653884 671 2 CROSSFIE 2 1 S K TWNSP 292 5/29/2010 6.45 3 2 1 47 61 2 18 40 28.594 0 0 V1 NB, LOST CONTROL DUE TO ICY RD CONDITIONS, WENT INTO MEDIAN AND HIT FENCING.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2343684 4693 2 CROSSFIE 2 1 S K EXIT 305 SOUTHBOUND LANES 7/10/2010 3 2 5 47 61 2 18 40 28.601 1 1 0 0 V1 SB, TIRE BLEW OFF VEH, V1 WENT INTO CENTER DITCH AND HIT BARRICADE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448109 4693 2 AIRDRIE 2 200 S M HWY 567 11/4/2011 11.42 3 2 4 47 61 2 18 25 9.55 4 3 0 0 SB V1 CHANGED LANES, LOST CTRL, STRUCK STEEL CABLE BARRIER THEN SHOT ACROSS HWY TO WEST DITCH.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2448108 4693 2 AIRDRIE 2 1 S M HWY 567 11/24/2011 8 3 2 1 47 61 2 18 25 9.64 1 3 0 0 NB V1 LOST CTRL, LEFT RD & STRUCK LAMP POST.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2343464 4693 2 AIRDRIE 2 2 N M HWY 567 HWY 2NB OFF RAMP FROM HWY 567 11/8/2011 16.17 3 6 1 5 97 97 31 2 18 25 9.907 1 3 0 0 V2 NB, TO EXIT WB, V1 WB, TRAVELLING TOO FAST TO NEGOTIATE CURVE, RAN OFF RD, ACROSS GRASS, INTO SIDE OF V2.After 4:1 > 9.0 m Ditch 4:1, > 9.0 m, Ditch

2011 2448105 4693 2 AIRDRIE 2 3 N M HWY 567 12/11/2011 11.3 3 2 5 47 61 2 18 25 10.059 4 3 0 0 SB V1 LOST CTRL, WENT OFF RD LT & STRUCK CABLE FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548837 4693 2 AIRDRIE 2 5 N M HWY 567 SOUTHBOUND 12/11/2011 19.16 3 2 5 47 61 2 18 25 10.166 4 3 0 0 SB V1 LOST CTRL, ENTERED MERIDIAN MAKING CONTACT WITH CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448104 4693 2 AIRDRIE 2 500 N M HWY 567 1/8/2011 14 3 2 1 47 61 2 18 25 10.228 4 3 0 0 NB V1 DROVE INTO DITCH & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442364 4693 2 AIRDRIE 2 500 N M HWY 567 2/3/2011 7.3 3 2 5 47 61 2 18 25 10.25 1 3 0 0 SB V1 LOST CTRL & STRUCK FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448049 4583 1 AIRDRIE 2 567 ON HWY #2 JUST TO THE NORTH OF HWY 567 OVERRPASS 1/2/2011 11 3 2 5 47 61 2 18 25 10.365 1 3 0 0 SB V1 LOST CTRL, SLID INTO MEDIAN & STRUCK GUARD RAIL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442352 4693 2 AIRDRIE 2 1 N K HWY 567 1/31/2011 6.36 3 2 1 47 61 2 18 25 10.759 1 3 0 0 NB V1 LOST CTRL & RAN INTO FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z612655 671 2 AIRDRIE 2 1 N K HWY 567 12/11/2011 10.3 3 2 5 47 61 2 18 30 11.006 0 0 VEH SB, LOST CTRL, STRUCK BARRIER FENCE IN MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2343691 4693 2 AIRDRIE 2 1 N K HWY 567 4/21/2011 12.2 3 2 1 47 61 2 18 30 11.063 1 1 0 0 VEH NB, DRI FELL ASLEEP, WENT OFF RD LT, HIT FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z768239 671 2 AIRDRIE 2 ARB 11/24/2011 6.3 3 2 1 47 61 2 18 30 11.083 0 0 V1 SPUN OFF & STRUCK GUARDRAIL TO THE LT.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2343238 4693 2 AIRDRIE 2 SB 2/22/2011 7.3 3 2 5 47 61 2 18 30 11.088 4 3 0 0 V1 SB, STARTED TO SLOW DOWN, HIT BRAKES, SLID INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442343 4693 2 AIRDRIE 2 1 N K AIRDRIE 10/2/2011 13.02 3 2 5 47 61 2 18 30 11.145 1 1 0 0 SB V1 DRI MAY HAVE FALLEN ASLEEP WHEN SHE REALIZED SHE WAS IN THE DITCH IT WAS TO LATE SHE STRUCK THE STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2343693 4693 2 AIRDRIE 2 1.5 N K HWY 567 2/3/2011 8.03 3 2 1 47 61 2 18 30 11.259 1 3 0 0 NB V1 LOST CTRL & STRUCK FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2519332 4693 2 AIRDRIE 2 1 N K AIRDRIE HEADING NORTH ON HWY 2 NEAR AIRDRIE (PAST AIRDRIE TURN OFF)2/7/2011 1 3 2 1 47 61 2 18 30 11.557 4 3 0 0 NB V1 LOST CTRL, WENT INTO CENTER MEDIAN HITTING STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2644863 4693 2 AIRDRIE 2 TRAVELLING NORTH TOWARDS AIRDRIE FR CALGARY 5 MIN FR AIRDRIE12/18/2011 5.3 3 2 1 47 61 2 18 30 12.485 4 3 0 0 NB V1 LOST CTRL ENTERING MERIDIAN & MAKING CONTACT WITH MERIDIAN CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442355 4693 2 AIRDRIE 2 2 N K HWY 567 1/5/2011 15.05 3 2 5 47 71 2 18 30 12.554 1 2 0 0 SB V1 LOST CTRL & FLIPPED.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442370 4693 2 AIRDRIE 2 3 N K HWY 567 9/11/2011 2.09 3 2 5 47 61 2 18 30 12.75 1 1 0 0 SB V1 WENT OFF RD LT & INTO FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z742208 671 2 AIRDRIE 2 3 N K HWY 567 7/18/2011 4 3 2 5 47 61 2 18 30 12.752 0 0 SB V1 LEFT RD LT STRIKING WRIE BARRIER FENCING.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442399 4693 2 AIRDRIE 2 6 S K OF CROSSFIELD 3/24/2011 7.32 3 2 1 47 61 2 18 30 13.484 5 3 0 0 NB V1 LOST CTRL, WENT INTO CENTER DITCH & STRUCK STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2645664 4693 2 AIRDRIE 2 3 N K AIRDRIE NB 12/3/2011 18 3 2 1 47 61 2 18 30 13.558 4 3 0 0 NB V1 LOST CTRL & STRUCK DIVIDER FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442416 4693 2 AIRDRIE 2 10 S K CROSSFIELD 1/28/2011 16 3 2 1 47 61 2 18 30 14.319 4 3 0 0 NB V1 LOST CTRL & STRUCK STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z767984 4693 2 AIRDRIE 2 0.04 N K AIRDRIE 12/20/2011 6.3 3 2 9 47 61 2 18 30 14.56 0 0 V1 LOST CTRL & STRUCK MEDIAN FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442384 671 2 AIRDRIE 2 0.05 N K HWY 567 DITCH S/B LANES HWY 2 CENTRE DITCH-ACCIDENT STICKER 721097312/22/2011 22.43 3 2 5 47 61 2 18 30 14.759 1 1 0 0 V1 SB, IN ORDER T AVOID HITTING VEH IN FRT V1 SWERVED & WENT INTO THE EAST DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2549741 671 2 AIRDRIE 2 5 N K AIRDRIE 4/14/2011 1.15 3 2 1 47 41 2 18 30 15.557 4 3 0 0 N/A. After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548479 671 2 AIRDRIE 2 5 N K HWY 567 2/26/2011 19.45 3 2 1 47 61 2 18 30 15.574 4 3 0 0 NB V1 LOST CTRL, SLID BACKWARDS THRU CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2297235 671 2 AIRDRIE 2 2.5 S K HWY 72 10/24/2011 20 3 2 1 47 61 2 18 30 16.962 1 1 0 0 NB V1 WENT OFF RD LT INTO FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2409518 4693 2 CROSSFIE 2 1 S K HWY #72-CROSSFIELD TURNOF 4/14/2011 7 3 2 1 47 61 2 18 30 18.661 4 3 0 0 VEH NB, LOST CTRL ON ICE, WENT INTO CTR MEDIAN, HIT GRDRL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z742228 4693 2 CROSSFIE 2 SOUTH EXIT FROM CROSSFIELD ONTO HWY 2 3/21/2011 8.45 3 2 5 47 61 2 18 35 19.114 0 0 SB V1 STRUCK ICY PATCH, LOST CTRL HITTING STEEL CABLE FENCE IN EAST DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442372 4693 2 AIRDRIE 2 3 S M HWY 72 12/12/2011 6.2 3 2 5 47 61 2 18 35 19.17 1 3 0 0 SB V1 LOST CTRL & STRUCK CENTRE MEDIAN BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448131 4693 2 CROSSFIE 2 002A ON RAMP TO HWY 2 SB 1/20/2011 15.3 3 2 4 97 51 2 18 35 19.379 98 3 0 0 SB V1 LOST CTRL OFF RD LT ROLLING INTO DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2645638 4693 2 CROSSFIE 2 1 S M HWY #72 OVERPASS 11/30/2011 15 3 2 3 70 61 2 18 35 19.436 4 3 0 0 V1 WAS TAKING HWY EXIT ONTO SB HWY, WHEN MERGED LOST CTRL GOING INTO CENTRE MEDIAN & STRUCK STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z742290 4693 2 CROSSFIE 2 1 N M CROSSFIELD EXIT 1/2/2011 10 3 2 1 47 61 2 18 35 19.563 0 0 NB V1 LOST CTRL & WENT ACROSS HWY INTO THE CENTER MEDIAN HITTING STEAL CABLE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442367 4693 2 CROSSFIE 2 500 N M HWY 72 7/27/2011 7.2 3 2 5 47 61 2 18 35 19.963 1 2 0 0 VEH SB, LOST CTRL, HIT FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2549717 4693 2 CROSSFIE 2 1 N K HWY 72 SB 4/2/2011 9.2 3 2 5 47 61 2 18 40 20.463 4 3 0 0 SB V1 LOST CTRL ENTERING MERIDIAN & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548489 4693 2 CROSSFIE 2 10 N K AIRDRIE 3/24/2011 9.2 3 2 5 47 61 2 18 40 20.548 3 3 0 0 SB V1 LOST CTRL, WENT INTO EAST DITCH HITTING STEEL CABLE FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2233281 4693 2 AIRDRIE 2 2 N K HWY #72 NR HUMPTYS RESTAURANT CROSSFIELD 12/21/2011 6 3 2 1 47 61 2 18 40 21.473 6 3 0 0 V1 NB, WIND GUST PUSHED V1 ON ICY RD, V1 SPUN AROUND, SLID OFF RD INTO CENTRE MEDIAN & CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448019 4693 2 CROSSFIE 2 5 N M HWY 574 NB 1/23/2011 7.2 3 2 4 47 61 2 18 40 24.842 6 3 0 0 SB V1 DROVE OVER ICY PATCH & LOST CTRL, STRUCK SNOWBANK IN MERIDIAN & DRIVING OVER THE TOP OF CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448136 4693 2 CROSSFIE 2 4 S K ACME OVERPASS 6/10/2011 18.59 3 2 4 47 61 2 18 40 25.554 1 1 0 0 V1 SB, LOST CTRL AFTER FALLING ASLEEP, OFF RD LT, INTO CTR MEDIAN.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z768180 4693 2 AIRDRIE 2 0.15 N K AIRDRIE 11/24/2011 4.45 3 2 9 47 41 2 18 40 25.557 0 0 V1 SLID ON BLACK ICE & WENT OFF RD LT.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2549176 863 2 CROSSFIE 2 1.6 N K BEISEKER OVERPASS 1/27/2011 0.05 3 2 4 47 61 2 18 40 25.943 1 1 0 0 SB V1 STRUCK MEDIAN GUARD RAIL.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z742080 671 2 AIRDRIE 2 1 N K CROSSFIELD 2/3/2011 3 3 2 4 47 51 2 18 40 26.085 0 0 WB V1 STRUCK SNOW DRIFT WHICH CAUSED IT TO FISHTAIL ON ICE, LOST CTRL & FLIPPED INTO THE DITCH.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2548371 4693 2 CROSSFIE 2 1 N K CROSSFIELD 3/21/2011 7.45 3 2 4 47 61 2 18 40 26.404 4 3 0 0 SB V1 LOST CTRL GOING OFF RD TO CENTER CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448134 4693 2 CROSSFIE 2 3 S K 305 EXIT OF TWP 292 4/28/2011 8.3 3 2 8 47 61 2 18 40 26.561 4 3 0 0 V1 NB, LOST CTRL ON SNOW COVERED HWY, WENT INTO EAST DITCH, HIT STEEL CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2616393 4693 2 CROSSFIE 2 11.9 M NORTH OF RR 292 AT EXIT 305 0N HWY #2 11/24/2011 3 2 4 47 61 2 18 40 26.682 1 3 0 0 SB V1 LOST CTRL, WENT INTO CENTRE MEDIAN HITTING STEEL CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2548836 4693 2 CROSSFIE 2 0.01 N K TWP RD 292 NORTHBOUND 12/18/2011 6.2 3 2 8 47 61 2 18 40 27.025 4 3 0 0 NB V1 LOST CTRL, ENTERED MERIDIAN & STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z743084 4693 2 CROSSFIE 2 2 S K TWP RD 292 6/5/2011 3 3 2 8 47 61 2 18 40 27.552 0 0 V1 NB, SWERVED TO MISS DEER, ENTERED DITCH, COLLIDED WITH CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z737225 3216 2 CARSTAIR 2 N B HWY 2 1/2/2011 9.3 3 2 8 47 41 2 18 40 28.211 0 0 V1 LOST CTRL & WENT INTO DITCH.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z743069 4693 2 CROSSFIE 2 1 S K ACME RD 3/28/2011 12.35 3 2 1 47 61 2 18 40 28.607 0 0 NB V1 REAR DRI SIDE WHEEL FELL OFF, SPUN SIDEWAYS & STRUCK CENTER DIVIDER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z741819 4693 2 CROSSFIE 2 SB COMING OFF OF EXIT 305 ONTO HWY 2 3/21/2011 8.05 3 2 5 20 61 2 18 45 29.158 0 0 V1 WAS MERGING ONTO HWY SB WHEN SHE LOST CTRL, WENT INTO CENTER MEDIAN HITTING CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1499333 3216 2 CARSTAIR 2 4 N K ACME OVERPASS 4/24/2005 6.28 3 2 5 47 51 2 20 10 4 1 1 0 0 V1 SB, DRI FELL ASLEEP, V1 RORL, ENTERED MEDIAN, OT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1481345 671 2 CARSTAIR 2 1 S K OVERPASS 3/6/2005 16.3 3 2 5 24 61 2 20 15 8.872 1 1 0 0 VEH1 SB, ROR, STRUCK SIGN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1343989 671 2 CROSSFIE 2 600 S M HWY 581 ON HWY 2 2/13/2005 11.3 3 2 5 28 61 2 20 15 9.211 4 3 0 0 VEH1 SB, LOST CTRL, RORL, STRUCK SIGN.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2005 Z528665 3237 2 OLDS 2 27 1/12/2005 6.3 3 2 1 47 61 2 20 35 35.57 0 0 VEH1 NB, LOST CTRL, STRUCK GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1496175 3265 2 OLDS 2 27 ON OVERPASS OVER #2 HWY 2/20/2005 3.3 3 2 2 47 61 2 20 35 35.566 1 1 0 0 V1 EB HIT SNOW ON RT SIDE, CORRECTED, STRUCK GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1314378 3265 2 OLDS 2 400 S M HWY 27 1/12/2005 4 3 2 1 47 61 2 20 35 35.172 6 3 0 0 VEH1 NB INSIDE LANE, RORL, STRUCK GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1502581 3265 2 OLDS 2 500 S M HWY 27 NB LANES 1/8/2005 0.05 3 10 5 1 47 47 11 2 20 30 35.005 4 3 0 0 VEH1 SB LOST CTRL, THRU MEDIAN IN FRONT OF VEH2 NB, VEH1 STRUCK VEH2 LEAD TRLR.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1480976 671 2 AIRDRIE 2 1 S K EXIT 275 NORTHBOUND LANE 8/2/2005 10.05 3 2 1 47 41 2 20 30 34.574 1 1 0 0 V1 NB RT LANE, TRAILER SWAYED, V1 LOST CTRL, CROSSED LT LANES, SPUN, ENTERED MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1649313 3216 2 CARSTAIR 2 3.2 N K HWY 581 1/6/2005 11.3 3 7 1 1 47 47 97 2 20 20 12.884 4 3 0 0 V1 AND V2 SB, V2 LOST CONTROL, ENTERED MEDIAN, ROLLED, V1 LOST CONTROL AND SLIDTHUR MEDIAN, V1 STRUCK V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1649323 3216 2 CARSTAIR 2 3.5 N K HWY #581 1/6/2005 11.35 3 2 5 47 41 2 20 20 13.212 4 3 0 0 VEH1 SB, RORL. Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1675477 3216 2 DIDSBURY 2 3 KM N OF DIDSBURY OVERPASS 5/29/2005 15.3 3 2 5 47 61 2 20 30 24.053 1 1 0 0 V1 SB WANDERED LT, STRUCK SIGN POST.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1615269 671 2 DIDSBURY 2 5 S K DIDSBURY 2/13/2005 15 3 6 5 1 47 47 31 2 20 20 16.047 3 3 0 0 V1 SB, V2 NB LOST CTRL, CROSSED MERIDIAN, V2 STRUCK V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1889077 3216 2 CARSTAIR 2 5.7 S K OF HWY 581 UNK 12/29/2006 19.4 3 7 5 5 5 28 97 2 20 10 4.013 1 3 0 0 V1 PARKED SAFELY IN MEDIAN, V2 SB PASSING VEH, ROR, ENTERED MEDIAN, STRUCK V1, DRI2 AND OCCUPANTS FLED SCENE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1778614 3216 2 CARSTAIR 2 5 S K CARSTAIRS SOUTHBOUND LANE OF HW 2 ACROSS FROM FERTILIZER PLANT JUST OF CROSSFIELD10/17/2006 4 3 2 1 47 41 2 20 10 4.713 4 3 0 0 V1 NB LOST CTRL, REAR TRAILER CAME AROUND, V1 ENTERED MEDIAN, ENTERED SB LANE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1889228 3216 2 CARSTAIR 2 3 S K 581 10/22/2006 12.3 3 2 1 47 51 2 20 10 6.797 1 1 0 0 V1 NB, TRAFFIC AHEAD SLOWED TO COLLISION, V1 DID NOT STOP AND TIPPED TRYING TO STOP.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1729614 671 2 CARSTAIR 2 2 S K 581 1/10/2006 11 3 2 5 47 41 2 20 10 7.734 4 3 0 0 V1 SB, V1 LOST CONTROL AND RORL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1729612 671 2 CARSTAIR 2 2 S K 581 1/10/2006 11 3 2 1 47 51 2 20 10 7.872 4 3 0 0 V1 NB, LOST CONTROL ON ICY RD, ENTERED MEDIAN, ROLLED.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1779536 3216 2 CARSTAIR 2 JUST SOUTH OF CARSTAIRS ON RAMP 1/2 MILES SOUTH OF RAMP 2/28/2006 11 3 6 9 9 47 47 31 2 20 10 8.492 4 3 0 0 N/A Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1747859 3216 2 CARSTAIR 2 S/B EXIT @ SEC HWY 581 2/21/2006 19.2 3 6 1 5 47 47 31 2 20 15 9.302 4 3 0 0 V1 NB LOST CONTROL ON ICE, JK INTO MEDIAN, V2 SB FOLLOWING SEMI WHICH MOVED RIGHT TO AVOID PUP, V2 BESIDE ANOTHER CAR BRAKED BUT UNABLE TO AVOID COLLIDED, V2 ENTERED DITCH AND RE ENTERED HWY.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1731103 3265 2 OLDS 2 27 100 W M HWY 2 1/20/2006 1.1 3 2 6 47 61 2 20 35 35.55 1 1 0 0 V1 WB, FELL ASLEEP, STRUCK GUARD RAIL AND SIGN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 Z538225 3216 2 CARSTAIR 2 CARSTAIRS OVERPASS 8/6/2006 4.05 3 2 5 47 61 2 20 15 9.712 0 0 V1 SB, SWERVED TO AVOID ANIMAL, RORL, STRUCK GUARDRAIL.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1806084 671 2 CARSTAIR 2 SB LANES UNDER THE CARSTAIRS (HWY 581) OVER PASS 3/9/2006 20.5 3 2 5 30 61 2 20 15 9.713 4 3 0 0 V1 SB ON SHOULDER, BACKED UP INTO GUARDRAIL.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1748204 3216 2 CARSTAIR 2 581 NB MEDIAN 9/24/2006 3 2 1 47 61 2 20 15 9.723 1 1 0 0 V1 NB, RORR, ENTERED MEDIAN, STRUCK BARRIER.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1731318 3272 2 OLDS 2 NB OFF RAMP 10/16/2006 22.45 3 2 2 47 41 2 20 35 35.472 4 3 0 0 V1 NB LOST CTRL, STRUCK GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1889178 3265 2 OLDS 2 3 S K HWY 27 11/13/2006 10.15 3 2 1 47 51 2 20 30 32.566 4 3 0 0 V1 NB LOST CTRL, RORL, ENTERED MEDIAN, OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1676561 3216 2 DIDSBURY 2 582 ON SOUTHBOUND RAMP ONTO HWY 2 3/15/2006 9 3 2 3 22 51 2 20 25 21.049 1 1 0 0 V1 EB TURNED SOUTH, HIS TRAILOR FLIPPED OVER.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 Z545372 3237 2 INNISFAI 2 TWP RD 31-0 11/8/2006 15.45 3 2 1 47 61 2 20 20 15.896 0 0 V1 NB CHANGING LANES, SPUN, ENTERED DITCH BACKWARDS, STRUCK SIGN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1748219 3216 2 DIDSBURY 2 100 S M 582 S/B LANES 3/9/2006 20.3 3 2 5 47 41 2 20 25 20.395 4 3 0 0 V1 SB RT LANE, LOST CONTROL ON ICY RD, TRAILER JACKNIFED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1889100 3216 2 CARSTAIR 2 200 N M CROSSFIELD/ACME OVREPASS 8/5/2007 20.04 3 6 1 5 47 47 32 2 20 5 0.405 1 1 0 0 V1 WENT WRONG WAY SB, V2 TRYING TO AVOID VEH MADE CONTACT, V1 CHARGED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1980779 4693 2 CROSSFIE 2 ACME FLYOVER 10/16/2007 8 3 2 1 47 41 2 20 10 0.976 1 1 0 0 V1 NB PULLING TRT SEMI PASSED V1 AND CUT IN FRONT, V1 LET OFF GAS AND TRT BEGAN TO SWERVE AND V1 WAS PULLED OFF THE ROAD INTO MEDIAN TO LEFT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch



2007 1889206 3216 2 DIDSBURY 2 2 N K ACMEOVERPASS SB 2/20/2007 18 3 6 1 5 47 47 31 2 20 10 1.998 4 3 0 0 V1 NB HWY, LOST CTRL THRU CENTER INTO SB LANE, V1 STRUCK V2 SB IN RT HAND LANE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1887234 4693 2 CROSSFIE 2 2 N K ACME ROAD 1/31/2007 15.09 3 6 1 5 47 47 31 2 20 10 2 4 3 0 0 V1 NB OUTSIDE LANE HIT BY UK WHITE CAR SENDING V1 INTO SPIN, V1 ROR INTO EAST DITCH THEN ACROSS MEDIAN HIT BY CHEV, TRT SLID OFF ROAD ATTEMPTING TO AVOID COLLISION.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 Z502140 671 2 AIRDRIE 2 SOUTH OF CARSTAIRS TURNOFF 4/2/2007 19.03 3 2 5 47 41 2 20 10 5.231 0 0 V1 SB, BAD ROADS, HIT ICE THRU MEDIAN , LANDED IN NB DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 Z598033 671 2 CARSTAIR 2 UNK 2/11/2007 0.3 3 2 1 47 61 2 20 10 8.695 0 0 VEH NB, GOING UP A HILL JUMPED GEARS, HIT BLACK ICE MAKING VEH SPIN , END UP IN LT DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 2002056 3265 2 OLDS 2 27 5/21/2007 17.2 3 2 3 70 51 2 20 35 35.544 1 1 0 0 V1 EB ON HWY 27, GETS ONTO HWY 2 NB RAMP, V1 ROLLS.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1731325 3272 2 OLDS 2 1 S K HWY 27 OVERPASS 4/20/2007 6.05 3 2 1 47 41 2 20 30 34.57 4 3 0 0 OBJ1 NB STRUCK ICE, OBJ1 TRT SPUN AROUND INTO DITCH & JK OBJ IN R/L AT TIME OF DRIVING, CAME TO REST IN MERIDIAN W/TRT SB AND JK FACING NB.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1870570 3265 2 OLDS 2 1.5 S K HWY 27 2/27/2007 20.3 3 2 1 47 41 2 20 30 34.07 1 3 0 0 BUMPS CAUSED PULLED TRT TO BEGIN TO FISHTAIL, LOST CONTROL & SPUN INTO CENTER MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 Z545357 3272 2 OLDS 2 2 S K HWY 27 4/20/2007 9.15 3 2 1 47 41 2 20 30 33.569 0 0 OBJ1 NB, TRT TO THE LT DRAGGING BOTH TRUCK & TRT INTO DITCH ON WEST SIDE, JK.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1870586 3265 2 OLDS 2 2 S K HWY 27 1/20/2007 10.3 3 7 9 9 97 47 97 2 20 30 33.569 99 3 0 0 V2 SB TOOK TO DITCH TO AVOID COLLISION STRUCK V1, ALREADY IN THE DITCH/MEDIAN ATTEMPTING TO EXIT SAME.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1870058 3265 2 DIDSBURY 2 1 N K BERGEN RD 1/31/2007 14.45 3 2 1 47 41 2 20 30 26.914 4 3 0 0 V1 NB, LOST CONTROL, INTO MEDAIN JK.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1889060 3216 2 DIDSBURY 2 2 S K DIDSBURY OP IN N-BOUND LANE 2/25/2007 21 3 6 5 1 47 47 31 2 20 20 19.05 4 3 0 0 V1 SB IN SLOW LANE, VEH IN FRONT MOVING SLOWLY W/ FLASHING LTS, V1 APPLIED BRAKES, VEH SLID OUT OF CONTROL ACROSS MEDIAN AND STRUCK NB V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2028666 671 2 CROSSFIE 2 1 N K TOWNSHIP RD 292 4/21/2008 5 3 2 1 47 51 2 20 10 0.999 4 3 0 0 V1 NB ON HWY, HIT BLACK ICE, LOST CTRL, OT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 1957595 4693 2 CROSSFIE 2 3 N K HWY 292 OVERPASS 3/10/2008 22.23 3 2 5 47 51 2 20 10 3 1 1 0 0 V1 SB, TIRES CAUGHT SHOULDER, TRIED TO PULL TRUCK & TRAILER OUT, ROLLED IN DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2167138 3216 2 CARSTAIR 2 2 S K CARSTAIRS OVERPASS 11/16/2008 7.3 3 2 1 47 61 2 20 10 7.71 4 3 0 0 V1 NB, RD ICY, LOST CTRL, WENT INTO CENTRE MEDIAN, THRU FENCE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 Z651305 671 1 CARSTAIR 2 100 S M HWY 581 1005 581 TWP 2/28/2008 5.45 3 2 5 47 41 2 20 15 9.61 0 0 V1 SB, HIT ICE, HIT DITCH.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2008 2075270 3265 2 OLDS 2 100 S M HWY 27 SB 6/26/2008 18.2 3 2 5 47 61 2 20 35 35.469 1 1 0 0 V1 SB, WENT OFF RD LT, STRUCK CEMENT SIGN, PILLAR, THEN 3 WOODEN GRDRL POST.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 Z627040 3265 2 OLDS 2 6 E K OLDS 2/13/2008 10 3 2 3 70 41 2 20 35 35.283 0 0 V1 COMING OFF OVERPASS SB, MERGING ONTO HWY, HIT ICE, STARTED FISHTAILING, CROSSED THE MERIDIAN ENDED UP IN E DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 Z564899 671 2 AIRDRIE 2 0.5 N K CARSTAKS 12/28/2008 15.53 3 2 5 47 41 2 20 15 10.212 0 0 V1 SB, V1 SLID ON BLACK ICE, V1 HIT DITCH.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2008 2075104 3265 2 OLDS 2 500 S M HWY27 4/21/2008 10.45 3 6 1 5 47 47 31 2 20 35 35.069 4 3 0 0 V1 NB IN RT LANE, IN VERY POOR RD CONDS, LOST CTRL, SPUN THRU CENTER MEDIAN, C/W SB VEH IN RT LANE.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2045632 3265 2 OLDS 2 1 S K OLDS 7/17/2008 20.4 3 2 5 47 41 2 20 30 34.569 2 2 0 0 VEH SB ON HWY, DURING RAIN & WIND STORM, WIND GUST BLEW MC OFF, LOST CTRL ON WET SURFACE, SLID INTO DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 2136453 3216 2 DIDSBURY 2 10 N M TWP 320 2/13/2008 8.5 3 2 1 47 51 2 20 30 26.241 97 3 0 0 V1 N, LOST CTRL ON ICY RDS, ROLLED, LANDED IN W SB LANE.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 Z646663 3216 2 DIDSBURY 2 1 N K OF DIDSBURY OVERPASS 4/3/2008 17.3 3 2 1 47 61 2 20 30 22.088 0 0 VEH NB ON HWY, DRI FELL ASLEEP, HIT GRDRL, ENTERED LT DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 Z628614 3216 2 DIDSBURY 2 SOUTH OF DIDSBURY TURNOFF 9/23/2008 13.4 3 2 5 47 61 2 20 25 21.049 0 0 OBJ 1 SB, VEH HYDROPLANED, LOST CTRL, HIT MEDIAN GRDRL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 1778499 3216 2 DIDSBURY 2 500 S M HWY 582 OVERPASS 4/22/2008 10 3 2 1 47 51 2 20 25 20.549 4 2 0 0 VEH NB LOST CTRL OF VEH & TRAILER, FLIPPED VEH IN MERIDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 Z667464 3216 2 DIDSBURY 2 1 S K DIDSBURY 4/21/2008 7 3 2 5 47 41 2 20 20 19.85 0 0 V1 SB LOST CTRL DUE TO TAILWIND OF PASSING TRUCK, WENT OFF RD LT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075081 3216 2 DIDSBURY 2 4 S K HWY 582 12/12/2008 20 3 2 5 47 41 2 20 20 17.049 4 3 0 0 V1 SB CHANGED LANE LT LOST CTRL AND HIT CENTER MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2262622 3216 2 DIDSBURY 2 2 S K 582 N/B 12/7/2008 10 3 2 1 47 41 2 20 20 19.049 4 3 0 0 OBJ 1 NB, HIT PATCH OF BLACK ICE, HIT DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2297346 671 2 CROSSFIE 2 SOUTHBOUND BTN CARSTAIRS AND CROSSFIELD OVERPASS 1/14/2009 11.03 3 2 5 47 41 2 20 10 2.896 98 3 0 0 V1 SB, HIT ICY PATCH, LOST CTRL, SLID INTO DITCH, SNOW BANK.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2167167 3216 2 CARSTAIR 2 6 S K HWY 581 1/9/2009 18 3 2 5 47 51 2 20 10 3.712 4 3 0 0 V1 SB ON HWY, V1 HAD SLOWED FOR A SEPERATE COLLISION, AFTER PASSING, LOST TRACTION, ENTERING MEDIAN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2136491 3216 2 CARSTAIR 2 1 N K TWP RD 29-4 11/28/2009 6.17 3 2 5 47 51 2 20 10 4.239 99 3 0 0 V1 SB, LOST CONTROL ON ICE, WENT INTO MEDIAN AND ROLLED VEH INTO NB LANE OF TRAFFIC.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2136390 3216 2 CARSTAIR 2 400 S M CARSTAIRS OVERPASS 8/3/2009 1.45 3 2 1 47 41 2 20 10 8.313 3 2 0 0 TRACTOR TRAILER NB, ENTERED A COULEE JUST SB OF OVERPASS THAT WAS COVERED IN ICE/SNOW/HAIL FROM A SEVERE STORM, TRUCK & TRAILERS SLID INTO MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2045588 3265 2 OLDS 2 27 UNDER /NEAR OVERPASS 2/26/2009 22.08 3 2 1 47 61 2 20 35 35.547 1 3 0 0 V1 NB, HIT GRDRL ON LT (WEST) SIDE OF RD.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2345222 3265 2 OLDS 2 500 S M HWY 27 11/23/2009 12 3 2 1 47 51 2 20 35 35.07 1 1 0 0 V1 NB ATTEMPTING TO CHANGE LANES, DID NOT SHOULDER CHECK, SWERVED LEFT, LOST CONTROL, WENT OFF RD INTO MEDIAN, ROLLED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2345310 3265 2 OLDS 2 500 S M HWY 27 11/7/2009 13.15 3 6 5 1 47 47 31 2 20 35 35.07 1 1 0 0 V2 NB IN FAST LANE, HIT SOFT SHOULDER, LOST CONTROL, WENT OFF RD THRU CENTRE MEDIAN INTO ONCOMING TRAFFIC, STRUCK V1, ROLLED INTO DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2029075 3265 2 OLDS 2 27 1 S K OLDS 8/10/2009 21.3 3 2 1 47 61 2 20 30 34.601 1 1 0 0 V1 NB, DRI FELL ASLEEP, XED MERIDIAN, ONCOMING TRAFFIC, THRU DTICH FENCE AND FENCE POST, ACROSS RD AND ROUGHLY 100 METERS INTO FIELD, STOPPED BECAUSE OF CULVERT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2136330 3216 2 CARSTAIR 2 2 N K SEC HWY 581 11/3/2009 11 3 2 1 47 41 2 20 20 11.709 1 1 0 0 V1 NB, DRIVER NODDING OFF, WOKE UP AS VEH HEADING TOWARDS DITCH, OVER CORRECTED, SPUN AROUND, LANDED ON SIDE IN CENTER MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2233150 3265 2 OLDS 2 TWP RD 322 HWY 2 SB 11/27/2009 10 3 6 1 5 47 47 31 2 20 30 29.445 4 3 0 0 V1 NB, LOST CTRL, WENT INTO SB LANES, STRUCK V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 Z686188 4693 2 CARSTAIR 2 3 N K HWY 581 3/28/2009 8.15 3 2 1 47 61 2 20 20 12.714 0 0 V1 NB ON HWY, RD ICY, OFF RD LT, HIT SIGN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2074562 3265 2 OLDS 2 400 S M AMERADA RD 3/4/2009 12.35 3 6 5 1 47 47 31 2 20 30 28.758 1 1 0 0 V1 SB PULLING SINGLE AXLE UTILITY TRAILER, SIDE TIRE/RIM CAM OFF DUE TO BEARING FAILURE, XED CENTER MEDIAN & STRUCK V2 THAT WAS NB.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2345117 3265 2 OLDS 2 500 S M AMERADA RD 11/30/2009 18.3 3 2 1 47 41 2 20 30 28.658 4 3 0 0 V1 NB, LOST CTRL ON BLACK ICE, JK THRU CENTER MEDIAN, AT FENCE LINE OF WEST DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2345168 3265 2 OLDS 2 1 N K BERGEN ROAD 11/30/2009 21.3 3 2 1 47 41 2 20 30 26.913 4 3 0 0 V1 LOST TRACTION, HIT DITCH, LOST CTRL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 1676571 3216 2 DIDSBURY 2 1 S K BERGEN RD 1/7/2009 11 3 2 5 47 41 2 20 30 24.916 97 97 0 0 V1 SB, DRI TOOK FOOT OFF GAS, TRAILER JK, HIT TRACTOR, BOTH UNITS OFF RD INTO CTR MERIDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2167028 3216 2 DIDSBURY 2 2 N K HWY 582 3/3/2009 5.45 3 2 1 47 41 2 20 30 23.051 2 2 0 0 V1 W ON HWY, WENT OFF RD LT, HIT DITCH OR GRDRL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 Z669280 3216 2 DIDSBURY 2 2 N K DIDSBURY OVERPASS 10/13/2009 10.15 3 2 5 47 41 2 20 30 23.049 0 0 V1 SB, ATTEMPTED TO SLOW DOWN, LOST TRACTION, WENT INTO MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2345064 3216 1 DIDSBURY 2 1.5 N K HWY 582 12/24/2009 12.05 3 2 1 47 51 2 20 30 22.541 1 3 0 0 V1 NB, LOST CTRL, SPUN INTO CTR MEDIAN, ROLLED INTO SB LANES, ONTO LT SHOULDER.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2417550 3216 2 DIDSBURY 2 1 N K HWY 582 12/24/2009 12.3 3 2 1 47 61 2 20 30 22.049 1 3 0 0 V1 NB, LOST CONTROL DUE TO ICY RDS, SPUN AND KNOCKED A RD SIGN OVER, V1 STOPPED IN MEDIAN BTN NB AND SB LANE.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074753 3216 2 DIDSBURY 2 50 N M HWY 582 1/7/2009 12.44 3 2 5 47 51 2 20 25 21.55 4 3 0 0 V1 SB LOST CTRL OT IN MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2345172 3216 2 DIDSBURY 2 582 ON OVERPASS OF HWY 2 11/27/2009 9.2 3 2 1 97 61 2 20 25 21.049 4 3 0 0 V1 EXITING OVERPASS, LOST CONTROL ON ICE, STRIKING GRDRL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 Z627269 3216 2 DIDSBURY 2 NB 12/20/2009 20 3 2 1 47 61 2 20 25 21.001 0 0 V1 NB, STRUCK GRDRL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 Z685817 3265 2 OLDS 2 15 S K OLDS 3/28/2009 8.3 3 2 5 47 61 2 20 25 20.586 0 0 V1 SB, SLID ON ICE, ENTERED MEDIAN, COLLIDED WITH SIGN POST.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 1778566 3216 2 DIDSBURY 2 0.5 S K DIDSBURY OVERPASS 3/28/2009 8.15 3 2 1 47 51 2 20 25 20.549 4 3 0 0 VEH NB, LOST CTRL ON ICY RD, GOING INTO CTR MEDIAN, ROLLED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 Z700144 3216 2 DIDSBURY 2 EXIT 326 3/8/2009 1 3 2 9 47 61 2 20 20 20.096 0 0 V1 WENT IN DITCH ON LT SIDE OF RD, BACKED OUT, HIT A SIGN POST.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2196845 3216 2 CARSTAIR 2 12 N K CARSTAIRS 4/13/2009 19 3 2 9 47 61 2 20 20 19.885 2 2 0 0 HAILING & RAINING, FISHTAILED, & LOST CTRL, CROSSED OVER TO LT LANE, WENT INTO DITCH, HIT WOODEN MARKER.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2136495 3216 2 DIDSBURY 2 1 S M WESTCOTT RD 11/27/2009 9.4 3 6 5 1 47 47 34 2 20 20 17.051 4 3 0 0 V1 SB, LOST CONTROL ON ICE, CROSSED MEDIAN, STRUCK V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2028992 4693 2 CROSSFIE 2 1 N K TWP RD 292 5/4/2010 15 3 2 5 47 61 2 20 10 1 6 1 0 0 V1 SB ON HWY, CROSSED INTO LT LANE, ACROSS CENTRE GRASS MEDIAN, FINALLY STOPPING IN E DITCH, DAMAGED FENCE IN THE E DITCH.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2028986 4693 2 CROSSFIE 2 3 N K ACME RD OVERPASS 8/28/2010 19.5 3 2 1 47 61 2 20 10 3 1 1 0 0 V1 NB LANE 2, MOVED INTO LANE 1 AND THEN DITCH, STRUCK METAL WIRE FENCE IN MIDDLE MEDIAN.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 Z653737 4693 2 CARSTAIR 2 3 N K TWP RD 292 9/28/2010 23.3 3 2 9 47 61 2 20 10 3 0 0 V1 SWERVED TO AVOID OBJECT ON RD , V1 WENT INTO DITCH AND HIT THE BARRICADE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 Z646707 863 2 CROSSFIE 2 9 N K CROSSFIELD 5/30/2010 4.5 3 2 1 47 61 2 20 10 3.788 0 0 V1 NB, VEH LT RD, IMPACTED CTR MEDIAN BARRIER MULTIPLE TIMES.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2441523 3216 2 DIDSBURY 2 5 N K CARSTAIRS 10/10/2010 5.3 3 2 5 47 41 2 20 10 4.712 1 1 0 0 V1 SB LOST CONTROL OF VEH AND HIT THE DITCH.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2448007 4693 2 CARSTAIR 2 4 S K HWY 581 11/28/2010 9.5 3 2 1 47 61 2 20 10 5.71 1 3 0 0 V1 NB LOST CTRL ON ICE & STRUCK FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2447983 4693 2 AIRDRIE 2 3 S K HWY 581 9/19/2010 13.19 3 2 1 47 61 2 20 10 6.71 2 2 0 0 NB, RAN OFF RD INTO FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2136497 3216 2 CARSTAIR 2 3 S K HWY 581 5/29/2010 6.57 3 2 5 47 61 2 20 10 6.712 4 3 0 0 V1 SB, LOTS OF SNOW AND SLUSH ON RD, V1 LOST CONTROL AND WAS PULLED INTO CENTER MEDIAN.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2442132 4693 2 CARSTAIR 2 1 S K HWY 581 SB 10/2/2010 22.45 3 2 5 47 61 2 20 10 8.605 1 1 0 0 V1 SB SWERVED TO AVOID DEER & LOST CTRL, ENTERED MERDIAN & STRUCK WIRE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2074967 3265 2 OLDS 2 AT HWY 27 1/24/2010 11 3 2 1 47 61 2 20 35 35.57 1 3 0 0 V1 NB, LOST CONTROL DUE TO SLIPPERY RDS, HIT GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2382469 4693 2 CARSTAIR 2 581 OVERPASS 12/22/2010 10.52 3 2 5 47 71 2 20 15 9.62 1 1 0 0 V1 DRIVES INTO SHOULDER, DRIVER OVER CORRECTS, LOST CONTROL AND ROLLS.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2010 2345148 3265 2 OLDS 2 27 HWY 2 NB ON RAMP FROM HWY 27 EB 9/24/2010 12.5 3 2 3 70 51 2 20 35 35.505 1 1 0 0 TRACTOR TRAILER FLIPPED ONTO LEFT SIDE WHILE TURNING ON ON-RAMP.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2447979 4693 2 CARSTAIR 2 5 N M HWY 581 OVERPASS LANE 1 OF 2 1/15/2010 23.56 3 6 1 5 47 47 34 2 20 15 10.21 1 1 0 0 V1 NB, V2 SB, SS V1.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2010 2362963 3265 2 OLDS 2 3 S M HWY 27 7/10/2010 19.2 3 2 5 47 51 2 20 35 35.181 2 2 0 0 V1 SB , FELL ASLEEP LOST CONTROL ENTER MEDIAM AND ROLLED.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2449463 3265 2 OLDS 2 0.5 S K HWY 27 6/10/2010 22.15 3 2 1 47 61 2 20 35 35.12 1 1 0 0 V1 SWERVED TO MISS DEER, ENTERED MEDIAN.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2552252 3216 2 DIDSBURY 2 NORTH OF 581 10/24/2010 23.13 3 2 1 47 61 2 20 20 10.672 4 3 0 0 V1 NB IN LEFT LANE , LOST CONTROL , V1 WENT INTO DITCH AND STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2417624 3216 2 DIDSBURY 2 1 N K HWY 581 5/29/2010 6.2 3 2 5 47 41 2 20 20 10.71 4 3 0 0 V1 SB, LOST CTRL, PULLED INTO CTR MEDIAN.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z654446 3265 2 OLDS 2 JUST SOUTH OF HWY 27 OVERPASS 11/16/2010 0.3 3 2 1 47 61 2 20 30 34.976 0 0 V1 NB, HIT BLACK ICE AND SLID INTO MEDIAN WHERE IT HIT CABLE SYSTEM.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 Z685635 3265 2 OLDS 2 ARB NEAR OLDS 11/28/2010 1 3 2 5 47 61 2 20 30 34.78 0 0 V1 SB, HIT PATCH OF SNOW AND LOST CONTROL TOWARD CENTRE OF HWY, V1 GOT STRUCK IN CENTRE MEDIAN AGAINST FENCE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2345038 3265 2 OLDS 2 800 S M HWY 27 1/5/2010 17.2 3 2 5 47 51 2 20 30 34.77 1 3 0 0 V1 SB IN SLOW LANE, BEGAN TO FISHTAIL ON BLACK ICE, SPUN 180 INTO CENTER MEDIAN, DID 1/2 ROLL ONTO ROOF.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2448009 4693 2 CARSTAIR 2 1 N K HWY 581 11/17/2010 19.2 3 2 1 47 61 2 20 20 10.716 4 3 0 0 NB LANE #1 OF #2. After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z591509 3265 2 OLDS 2 1 S K HWY 27 10/27/2010 6.1 3 2 5 47 61 2 20 30 34.57 0 0 V1 SB LOST CONTROL ON ICE, WENT OFF THE ROAD TO THE LEFT AND STRUCK THE MEDIAN HIGH TENSION COLLISION WIRE.CABLE MEDIAN BARRIER RELATEDAfter 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2363107 3265 2 OLDS 2 ARB AT SB S OF HWY 27 9/25/2010 3 2 5 47 61 2 20 30 34.539 1 1 0 0 V1 WAS IN A HIT AND RUN, DRIVER OF THE VEH THE NIGHT BEFORE POSSIBLE IMPAIRED AND DAMAGE CONSISTENT WITH RUNNING INTO WIRE BARRIER ON HWY 2 MEDIAN.After 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2010 Z729077 3265 2 OLDS 2 UNKARB LOC NEAR OLDS 9/25/2010 23 3 2 1 47 61 2 20 30 33.921 0 0 V1 NB, VEERED OFF HWY AND HIT FENCE IN DITCH.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z737061 3216 2 DIDSBURY 2 10 S K DIDSBURY 11/16/2010 14.3 3 2 1 47 61 2 20 20 11.05 0 0 V1 LOST CONTROL, WENT INTO DITCH, V1 NB DROVE ON BLACK ICE AND SLID INTO THE MEDIAN CABLE BARRIERS.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z723027 3265 2 OLDS 2 2 S K OLDS OVERPASS CABLE BARRIER INVOLVED 12/8/2010 7.45 3 2 1 24 61 2 20 30 33.571 0 0 V1 NB, LOST CTRL TRYING TO AVOID COLLISION, STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2535480 3265 2 OLDS 2 2 N K OLDS 11/19/2010 16.2 3 2 5 47 61 2 20 30 33.57 1 1 0 0 V1 SB HIT SHOULDER , LOST CONTROL STRIKING CABLE MEDIAN BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z742276 3216 2 DIDSBURY 2 30 N K AIRDRIE S/B 12/25/2010 22 3 2 5 47 41 2 20 20 11.231 0 0 V1 SB , DEER CAME ONTO RD , V1 SWERVED TO AVOID DEER BUT STRUCK MERIDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z723057 3265 2 OLDS 2 2 S K HWY 27 11/16/2010 14.42 3 2 9 47 61 2 20 30 33.569 0 0 V1 DROVER OVER BLACK ICE AND COLLIDED INTO HIGH TENSION WIRES IN THE MERIDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z723063 4693 2 CARSTAIR 2 2 N K HWY 581 BETWN CARSTAIRS & DIDSBURY 11/18/2010 19 3 2 1 47 61 2 20 20 11.712 0 0 V1 NB WHEN TRYING TO AVOID COLLISION, WENT INTO DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2345145 3265 2 OLDS 2 2 S K HWY 27 NB LANES 12/8/2010 7.16 3 2 1 47 61 2 20 30 31.615 1 3 0 0 V1 NB IN RIGHT LAND LOST CONTROL ON ICY ROADS, WENT OFF ROAD LEFT AND STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2481997 3216 2 DIDSBURY 2 10 N K DIDSBURY OVERPASS 8/4/2010 11.3 3 2 5 47 61 2 20 30 31.05 1 1 0 0 V1 SB, 4 VEHS IN PASSING LANE, V1 WAS THIR VEH, A VEH CUT IN FRONT FROM WB TURNOFF, VEHS IN FRONT OF V1 SLAMMED ON BRAKES, V1 PULLED TO LT SHOULDER, TRLR STRUCK GRDRL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2136338 3216 2 CARSTAIR 2 2 N K HWY 581 10/2/2010 15.3 3 2 1 47 61 2 20 20 11.714 1 1 0 0 V1 NB, FRONT TIRE BLEW AND UHAUL HIT DITCH GETTING CAUGHT UP IN THE CENTRE MEDIAN WIRES.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2442362 4693 2 CARSTAIR 2 2 N K HWY 581 11/16/2010 14.2 3 2 1 47 61 2 20 20 11.714 4 3 0 0 V1 NB AND LOST CONTROL DUE TO ICY ROADWAY, SLID INTO FENCE BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z743193 3265 2 CARSTAIR 2 5 S K OLDS OVERPASS 11/25/2010 18.3 3 2 9 47 61 2 20 30 30.569 0 0 V1 DUE TO RD CONDITION , V1 SLID INTO GUARDRAIL .After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2552305 3216 2 DIDSBURY 2 TWP RD 322 11/27/2010 3.55 3 2 1 47 51 2 20 30 29.162 1 3 0 0 V1 NB, LOST CTRL, STRUCK SNOW BANK, ROLLED ONTO ROOF.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2447978 3216 2 CARSTAIR 2 3 N K HWY 581 1/5/2010 10.04 3 2 1 47 51 2 20 20 12.71 4 3 0 0 UK VEH FAILED TO STOP AT STOP SIGN ACCROSS INTERSECTION , V1 BRAKE AND V2 WAS UNABLE TO STOP IN TIME TO AVOID V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2553747 3265 2 OLDS 2 1 S K TR 322 1 KM S OF AMERADA RD 12/22/2010 17.45 3 2 5 47 61 2 20 30 28.862 1 1 0 0 V1 SB , V1 LEFT HWY FROM LEFT LANE INTO CENTER MEDIAN .After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2339515 3265 2 OLDS 2 6.8 S K OLDS TURN OFF NB 12/14/2010 12.3 3 2 1 47 61 2 20 30 28.768 1 3 0 0 NIL. After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2549397 4693 2 CARSTAIR 2 TWP RD 304 11/25/2010 9 3 2 1 47 61 2 20 20 12.885 6 3 0 0 V1 NB LOST CTRL ON ICE, ENTERED DITCH & COLLIDED WITH CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2000657 3265 2 OLDS 2 500 S M AMERADA RD 10/11/2010 15.5 3 2 5 47 61 2 20 30 28.66 1 1 0 0 V1 SB , V1 DRIVER SNEEZEED RESULTING IN VEH LOOSING CONTROL AND COLLIDING WITH MEDIAN .CABLE MEDIAN BARRIER RELATEDAfter 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z685634 3265 2 OLDS 2 NEAR BERGEN RD 11/16/2010 12.04 3 2 5 24 61 2 20 30 26.442 0 0 V1 SB, VEH IN FRONT OF V1 BRAKED, V1 DRI BRAKED LIGHTLY AND VEH STARTED TO SKID, V1 SKIDDED ACROSS LT LANE (FROM RT LANE) AND INTO CENTER BARRIER.CABLE MEDIA N BARRIER RAfter 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2535497 3265 2 OLDS 2 BERGEN RD NB 11/28/2010 9.2 3 2 1 47 61 2 20 30 26.318 4 3 0 0 V1 NB LOST CTRL, SPUN & SLID INTO FENCE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2345193 3265 2 OLDS 2 TWP RD 320 6 N M BERGIN RD 11/5/2010 8.12 3 2 5 47 61 2 20 30 25.921 1 1 0 0 V1 SB , DRIVER FELL ASLEEP AND ENTERED MERIDIAN THEN LOST CONTROL AND PASSED UNDER THROUGH CABLE BARRIER.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2010 Z737081 4693 2 CARSTAIR 2 5 N K CARSTAIRS 12/13/2010 6.3 3 2 9 47 61 2 20 20 14.708 0 0 V1 SLID ON BLACK ICE INTO STEEL CABLE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z692414 3265 2 OLDS 2 13 S K OLDS NB 5/18/2010 1.15 3 2 1 47 41 2 20 30 22.566 0 0 V1 NB ON HWY, DRI FELL ASLEEP AT THE WHEEL, LOST CTRL, ENTERED W DITCH.During 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z742273 4693 2 CROSSFIE 2 6 S K DIDSBURY 11/30/2010 16.5 3 2 1 47 61 2 20 20 15.049 0 0 V1 NB , V1 STRUCK STEEL CABLE MERIDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2482046 3216 2 DIDSBURY 2 NORTH OF HWY 582 OVERPASS 11/16/2010 10 3 2 5 24 61 2 20 30 22.121 1 3 0 0 V1 SB IN FAST LANE, ANOTHER VEH MOVED INTO VEHS LANE FORCING VEH TO BRAKE, LOST CONTROL AND OFF RD LT.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2552217 3216 2 DIDSBURY 2 TWP RD 310 1 S K WESTCOTT RD 11/7/2010 4.2 3 2 5 47 61 2 20 20 15.194 1 1 0 0 V1 SB ENTERED MERIDIAN THRU FENCE INTO NB LANE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2417647 3216 2 DIDSBURY 2 1 N K HWY 582 EXIT 326 11/17/2010 14.2 3 2 5 47 71 2 20 25 21.632 4 3 0 0 V1 SB WITH TRAILER , TRAILER SWUNG OUT AND CAUGHT CABLE BARRIER .After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2254392 3216 2 DIDSBURY 2 3 N M HWY 582 11/16/2010 9.15 3 2 5 47 61 2 20 25 21.21 1 3 0 0 V1 SB LOST CONTROL AND SPUN OUT STRIKING CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2482017 3216 2 DIDSBURY 2 100 N M HWY 582 9/11/2010 8.1 3 2 1 47 71 2 20 25 21.15 1 1 0 0 V1 NB DRICING ERRACTICALLY, V1 LOST CONTROL AND WENT INTO CENTER MEDIAN FENCE, POSSIBLE ROLLOVER OCCURRED.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2482042 3216 2 DIDSBURY 2 582 7/20/2010 18.5 3 2 5 47 61 2 20 25 20.554 1 1 0 0 V1 SB , V1 WENT THROUGH DITCH AND ONTO SERVICE RD.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z743200 3216 2 DIDSBURY 2 5 S K DIDSBURY OVERPASS 11/25/2010 18.3 3 2 5 47 61 2 20 20 15.798 0 0 V1 LOST CONTROL, HIT GRDRL, SB, DROVEO N BLACK ICE, LOST CONTROL, SPUN TO THE RT, V1 TRIED TO CORRECT BUT HER VEH SPUN TO LT AND STRUCK GRDRL/CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z746128 4693 2 DIDSBURY 2 5 S K DIDSBURY O/P 12/26/2010 14 3 2 1 47 61 2 20 20 15.85 0 0 V1 NB , V1 SWERVED TO AVOID DEER AND DROVE OFF RD AND STRUCK WIRE FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2254394 3216 2 DIDSBURY 2 1 S K HWY 582 11/17/2010 12.5 3 2 5 47 61 2 20 25 20.302 4 3 0 0 V1 SB, POOR WEATHER CONDITIONS , V1 LOST CONTROL AND STRUCK CENTER CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z727360 3216 2 DIDSBURY 2 1.6 S K HWY 582 11/26/2010 7.15 3 2 5 47 61 2 20 20 19.429 0 0 V1 SB, HIT ICY SECTION AND SPUN OUT INTO CENTRE MEDIAN FENCE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z727368 671 2 DIDSBURY 2 NEAR TWP RD 310 11/17/2010 11.3 3 2 5 24 61 2 20 20 16.557 0 0 V1 SB, ATTEMPTED TO AVOID TRUCK THAT SPUN OUT, LOST CONTROL AFTER REAR TIRE CAUGHT MEDIAN DITCH, FORCING VEH INTO MEDIAN FENCING.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2417625 3216 2 DIDSBURY 2 2 S K HWY 582 5/29/2010 7.2 3 2 5 47 61 2 20 20 19.049 4 3 0 0 V1 LOST CTRL, WENT OFF RD LT INTO MEDIAN, HIT GRDRL.CABLE MEDIAN BARRIER RELAT EDDuring 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2136341 4693 2 DIDSBURY 2 4 S K HWY 582 11/25/2010 10 3 2 5 47 61 2 20 20 17.049 6 3 0 0 V1 SB LOST CTRL ON ICE, STRUCK METAL WIRES.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2343694 4693 2 DIDSBURY 2 4 S K HWY 582 11/16/2010 21.55 3 2 1 47 61 2 20 20 17.05 4 3 0 0 V1 NB LOST CTRL, SLID INTO FENCE BARRICADE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2535431 3216 2 DIDSBURY 2 2 S K HWY 582 11/17/2010 13.27 3 2 5 47 61 2 20 20 17.313 6 3 0 0 V1 SB LOST CONTROL AND SLID OFF RD LEFT INTO CABLE MEDIAN BARRIERAfter 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2417662 3216 2 DIDSBURY 2 1 S K TWP RD 310 6/13/2010 4.45 3 2 5 47 61 2 20 20 18.182 1 1 0 0 V1 SB ON HWY, LOST CTRL, STRUCK SHOULDER OF RD, LOST CTRL, ENTERED MEDIAN THRU BARRIER.During 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2482033 3216 2 DIDSBURY 2 3 S K HWY 582 10/9/2010 0.1 3 2 5 47 61 2 20 20 18.049 1 1 0 0 V1 SB TRIED TO AVOID A SMALL ANIMAL AND HIT THE MEDIAN GUARD WIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2548438 4693 2 CROSSFIE 2 0.5 N K ACME RD 8/22/2011 7.2 3 2 5 47 61 2 20 5 0.5 1 1 0 0 VEH SB, OFF RD LT INTO MEDIAN, HIT MEDIAN CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2549716 4693 2 CROSSFIE 2 1 N K TWP RD 292 4KM NORTH OF CROSSFIELD 4/2/2011 6.45 3 2 1 47 61 2 20 10 1 4 3 0 0 NB V1 LOST CTRL, ENTERED MERIDIAN & COLLIDED WITH CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch



2011 2616170 671 1 AIRDRIE 2 20 N K AIRDRIE 9/29/2011 11.3 3 2 9 47 61 2 20 10 1.004 1 1 0 0 V1 DRIFTED & STRUCK GUARD RAIL.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z722988 3216 1 CARSTAIR 2 20 S K DIDSBURY HWY 582 3/27/2011 22.15 3 2 1 47 61 2 20 10 1.041 0 0 NB V1 SKIDDED OVER TO MEDIAN & STRUCK BARRIER ON SHOULDER OF RD.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2548434 4693 2 CROSSFIE 2 ACME RD O/P TWP RD 292 12/4/2011 10.5 3 2 1 47 61 2 20 10 1.202 4 3 0 0 NB V1 INTO CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2442382 671 2 CROSSFIE 2 1.5 N K EXIT 305 SB LANES 8/31/2011 11.26 3 1 5 47 51 2 20 10 1.5 2 2 0 0 V1 SB, LOST CTRL ON WET HWY, WENT INTO DITCH, STRUCK FENCE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448021 4693 2 CROSSFIE 2 2 N K TWP RD 292 N B 4/2/2011 12.2 3 2 1 47 61 2 20 10 2.664 4 3 0 0 NB V1 LOST CTRL, ENTERED MERIDIAN & STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z742284 4693 2 CROSSFIE 2 5 S K CARSTAIRS OVERPASS 1/1/2011 9.3 3 2 5 47 61 2 20 10 4.293 0 0 SB V1 LOST CTRL & STRUCK STEEL CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2382628 4693 2 CARSTAIR 2 4 S K SECONDARY HWY 581 1/28/2011 17 3 2 1 47 61 2 20 10 5.711 4 3 0 0 NB V1 LOST CTRL & DROVE INTO MEDIAN & STRUCK MEDIAN GUARD RAIL SYSTEM .After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z742294 671 2 AIRDRIE 2 S/B 1/3/2011 9.4 3 2 5 47 61 2 20 10 5.723 0 0 SB V1 STRUCK GUARD RAIL IN THE MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2645301 4693 2 CARSTAIR 2 3 S K HWY 581 NORTHBOUND LANES 12/3/2011 16.45 3 2 1 47 61 2 20 10 6.713 4 3 0 0 NB V1 LOST CTRL WHILE BRAKING & JK INTO CENTER CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2552275 3216 2 CARSTAIR 2 2 S K HWY 581 2/20/2011 19.08 3 2 1 47 61 2 20 10 7.713 1 1 0 0 NB V1 WENT OFF RD & STRUCK FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448023 4693 2 CROSSFIE 2 8 N K TWP RD 292 1/2/2011 9.3 3 2 1 47 61 2 20 10 8 6 3 0 0 NB V1 LOST CTRL & WENT INTO CENTRE MEDIAN HITTING STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448075 4693 2 CARSTAIR 2 1 S K HWY 581 NB LANES 4/2/2011 10.45 3 2 1 47 61 2 20 10 8.583 4 3 0 0 NB V1 LOST CTRL HITTING THE MIDDLE MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2557179 4693 2 CARSTAIR 2 1 S K BRIDGE THAT GOES TO CARST 4/16/2011 23.3 3 2 5 47 61 2 20 10 8.586 4 3 0 0 V1 SB, LOST CTRL, OFF RD INTO CTR MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548356 4693 2 CROSSFIE 2 1 S K HWY 581 3/22/2011 5.45 3 2 1 47 61 2 20 10 8.598 4 3 0 0 NB V1 LOST CTRL STRIKING CENTER BARRIER FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2448160 4693 2 CARSTAIR 2 1 S K HWY 581 OVERPASS HWY 2 NB 2/26/2011 13.23 3 2 1 47 61 2 20 10 8.648 6 3 0 0 NB V1 LOST CTRL, DROVE INTO MIDDLE DITCH & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548446 4693 2 CONSTAIR 2 1 S K HWY 581 NB 9/15/2011 15.2 3 2 1 47 61 2 20 10 8.68 1 1 0 0 V1 NB, ENTERED MERIDIAN, MADE CONTACT WITH CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548367 4693 2 CARSTAIR 2 0.01 S K HWY 581 12/3/2011 9.3 3 2 1 47 61 2 20 10 8.712 4 3 0 0 NB V1 RAN INTO BARRIER MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548352 4693 2 CARSTAIR 2 500 S M HWY 581 OVERPASS VEH WAS PK IN MIDDLE MEDIA UP AGAINST CABLE CARRIER 2/26/2011 14.3 3 7 5 1 5 47 97 2 20 15 9.212 99 3 0 0 V1 WAS LEFT PARKED IN MEDIAN OVERNIGHT & WAS STRUCK BY UK V2.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2448073 4693 2 CARSTAIR 2 5 S M HWY 581 NORTHBOUND LANES 12/3/2011 9.3 3 2 1 47 61 2 20 15 9.212 4 3 0 0 NB V1 LOST CTRL, WENT ACROSS OTHER LANE & INTO CABLE BARRIER IN MIDDLE MEDIAN.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2616398 4693 2 CARSTAIR 2 0.5 S M HWY 581 12/11/2011 11.24 3 2 1 47 61 2 20 15 9.212 4 3 0 0 SB V1 LOST CTRL, WENT INTO CENER MEDIAN GETTING TIRE UP IN STEEL CABLE BARRIER.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2645501 671 2 CARSTAIR 2 0.05 S K CARSTAIRS OVERPASS 12/27/2011 14.05 3 2 1 47 61 2 20 15 9.212 1 1 0 0 SB V1 MOVED TO THE LT TO AVOID BEING STRUCK & WENT INTO CENTRE MEDIAN HITTING STEEL CABLE BARRIER.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2448012 4693 2 CARSTAIR 2 0.5 S K HWY 581 O/P 1/2/2011 8.15 3 2 1 47 61 2 20 15 9.213 4 3 0 0 NORTHBOUND, VEH #1.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2448161 4693 2 CARSTAIR 2 5 S M HWY 581 NB 2/26/2011 11.3 3 2 1 47 61 2 20 15 9.213 6 3 0 0 NB V1 LOST CTRL, DROVE INTO CENTER MEDIAN & STRUCK CABLE BARRIER.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2549597 4693 2 CARSTAIR 2 500 S M HWY 581 NB 2/27/2011 10 3 2 1 47 61 2 20 15 9.213 1 3 0 0 NB V1 LOST CTRL, ENTERED MERIDIAN & COLLIDED WITH CABLE BARRIER.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 Z745937 3265 2 OLDS 2 AT TURNOFF TO OLDS 1/28/2011 16 3 2 1 47 61 2 20 35 35.549 0 0 NB V1 UNABLE TO STOP & TURNED INTO GUARD RAIL TO AVOID HITTING ANOTHER VEH.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2535332 3265 2 OLDS 2 30 S M HWY 27 DIRECTLY ACROSS (W) OF NB CLOVER LEAF 2/4/2011 9.3 3 2 8 70 61 2 20 35 35.505 1 1 0 0 V1 MERGING NB, LOST CTRL ON OFF RAMP & SLID ACROSS THE WB LANES & STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2553742 3265 2 OLDS 2 100 S M HWY 27 1/28/2011 20.25 3 2 1 47 61 2 20 35 35.42 4 3 0 0 NB V1 LOST CTRL, WENT INTO CENTER MEDIAN/CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2557945 3265 2 OLDS 2 AT OLDS HWY 27 OFF RAMP NB 5/28/2011 15.4 3 2 2 97 71 2 20 35 35.412 1 1 0 0 NB, TOOK EXIT RAMP, HIT SOME LOOSE GRAVEL ON PAVEMENT, LOST CTRL, WENT OVER GRDRL.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z746245 3265 2 OLDS 2 200 S M HWY 27 12/21/2011 8 3 2 1 47 61 2 20 35 35.37 0 0 NB V1 LOST CTRL, SPUN AROUND TWICE & STRUCK CENTRE CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2593460 3237 2 OLDS 2 200 S M HWY 27 HWY SB 200 M SOUTH OF HWY 27 7/15/2011 8.3 3 2 5 47 61 2 20 35 35.37 1 1 0 0 VEH SB, HIT MEDIAN CABLE RAILING UNDER HWY 27.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z724529 945 2 AIRDRIE 2 NEAR CARSIAIRS TURN OFF 2/26/2011 14 3 2 5 47 61 2 20 15 10.19 0 0 VEH SB, HIT PATCH OF BLACK ICE, ENTERED DITCH.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2448051 4693 2 CARSTAIR 2 500 N M EXIT 315 6/11/2011 17.55 3 2 5 47 61 2 20 15 10.21 1 1 0 0 V1 SB, LT RD INTO CTR BARRIER.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2297378 2153 2 CARSTAIR 2 0.5 N K HWY 581 2/26/2011 14.2 3 2 1 47 61 2 20 15 10.213 4 3 0 0 NB V1 LOST CTRL & SLID INTO MEDIAN FENCE.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2485419 4693 2 CARSTAIR 2 700 N M HWY 581 1/2/2011 10 3 2 1 47 61 2 20 15 10.413 4 3 0 0 NB V1 LOST CTRL & SLID INTO CENTER MEDIAN & STRUCK STEEL CABLE BARRIER.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 Z746203 3265 2 OLDS 2 0.5 S K OLDS O/P 12/13/2011 15 3 2 1 47 61 2 20 35 35.062 0 0 NB V1 DRI FELL ASLEEP & DROVE INTO LT DITCH STRIKING CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2558033 3265 2 OLDS 2 500 S M HWY 27 12/8/2011 23.49 3 2 1 47 61 2 20 30 34.997 1 1 0 0 V1 NB, FELL ASLEEP, TO CTR MEDIAN, TOOK OUT CTR CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z591525 3265 2 OLDS 2 0.5 S K HWY 27 1/5/2011 14.5 3 2 1 47 61 2 20 30 34.995 0 0 NB V1 STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2482061 3216 2 CARSTAIR 2 1 N K HWY 581 6/3/2011 6 3 2 5 47 61 2 20 20 10.712 1 1 0 0 NB XED 4 LANES OF TRAFFIC, INCLUDING MEDIAN INTO WB DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2343469 4693 2 DIDSBURY 2 0.01 N K HWY 581 12/3/2011 17.3 3 2 1 47 61 2 20 20 10.712 4 3 0 0 V1 OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2558023 3265 2 OLDS 2 7 S M HWY 27 11/14/2011 9.15 3 2 9 47 61 2 20 30 34.87 4 3 0 0 V1 OFF RD LT INTO GRDWIRE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2548374 4693 2 CARSTAIR 2 1 N K HWY 581 N B 3/27/2011 21.5 3 2 1 47 61 2 20 20 10.713 1 3 0 0 NB V1 LOST CTRL, SLID ACROSS LANE 2 OF 2, ENTERED MERIDIAN & COLLIDED WITH CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2593380 3265 2 OLDS 2 NEAR27 11/14/2011 9.15 3 2 1 47 61 2 20 30 34.646 4 3 0 0 NB V1 LOST CTRL & STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2448062 4693 2 CARSTAIR 2 581 4/14/2011 9 3 2 1 47 41 2 20 20 10.898 4 3 0 0 NB V1 LOST CTRL, WENT INTO CENTER MEDIAN BUT AVOIDED STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2616396 4693 2 DIDSBURY 2 0.02 S K HWY 27 12/11/2011 11.26 3 6 1 5 47 47 34 2 20 30 33.571 4 3 0 0 V1 WAS NB WHEN LOST CTRL, WENT INTO CENTRE MEDIAN GOING THRU STEEL CABLE BARRIER HITTING V2 WHO WAS SB.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2604015 3216 2 DIDSBURY 2 10 S K DIDSBURY 11/4/2011 1.5 3 2 5 47 61 2 20 20 11.049 4 3 0 0 SB V1 SLID & STRUCK CABLE BARRIER/DIVIDER TO THE EAST.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2646093 3216 2 DIDSBURY 2 10 S K DIDSBURY EXIT 12/11/2011 21 3 2 5 47 61 2 20 20 11.052 5 3 0 0 SB V1 DROVE ON ICE CAUSING RE TO SLIP & FISHTAIL, DID 360 DEGREE TURN & PLOWED BACKWARD INTO THE DITCH STRIKING THE GUARD RAIL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2560951 3265 2 OLDS 2 2 S K HWY 27 S/B 4/14/2011 3.45 3 2 5 47 41 2 20 30 33.57 4 3 0 0 V1 SB JUST PASSED HWY IN RT LANE AND TRLR SKIDDED INTO CENTER MEDIAN, X-REF WITH Z723084.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z737352 3265 2 OLDS 2 2 S K HWY 27 1/28/2011 14 3 2 1 47 61 2 20 30 33.569 0 0 NB V1 STRUCK PATCH OF ICE SENDING V1 INTO THE MIDDLE OF HWY & STRUCK 2 POSTS THEN SLID ACROSS HWY INTO EAST DITCH.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2549496 4693 2 CARSTAIR 2 NEAR 12/3/2011 16.07 3 2 1 47 61 2 20 20 11.696 4 3 0 0 NB V1 STARTED TO SLIDE INTO DITCH & DRIFTED INTO DITCH & STRUCK CABLE MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2558678 3265 2 OLDS 2 2 S K OLDS TURNOFF HWY 27 NB 3/17/2011 7 3 2 1 47 61 2 20 30 33.518 1 3 0 0 DS 7285303, V1 NB, LOST CONTROL ON ICY SURFACE, OFF RD LT INTO GRDWIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593318 3265 2 OLDS 2 27 NEAR HWY 27 UNSURE WHICH STRIKE(S) IS/ARE HIS 11/19/2011 13.12 3 2 9 47 61 2 20 30 33.345 1 1 0 0 V1 LOST CTRL & STRUCK EITHER GUARD RAIL OR CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2548359 4693 2 CARSTAIR 2 2 N K HWY 581 2/26/2011 15 3 2 5 47 61 2 20 20 11.71 4 3 0 0 SB V1 LOST CTRL GOING INTO EAST DITCH THEN STRUCK STEEL CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2600686 3237 2 INNISFAI 2 APPROX 30 MINS SOUTH OF RED DEER 6/16/2011 16.3 3 2 5 47 61 2 20 30 33.238 2 2 0 0 SB V1 LOST CTRL, ENTERED MEDIAN & STRUCK WIRE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2587734 3265 2 OLDS 2 3 S K OLDS 12/2/2011 10 3 2 1 47 61 2 20 30 32.571 6 3 0 0 NB V1 SLID OFF RD & STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z722848 3265 2 OLDS 2 3 S K HWY 27 12/2/2011 10 3 2 1 47 61 2 20 30 32.568 0 0 V1 NB, LOST CTRL, STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z737007 3265 2 OLDS 2 3 S K OLDS TURNOFF HWY 27 1/28/2011 15.3 3 2 1 47 61 2 20 30 32.568 0 0 NB V1 LOST CTRL & SKIDDED INTO LT DITCH.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593398 3216 2 DIDSBURY 2 64 N K CALGARY 64KM NORTH OF CALGARY DIDSBURY 11/30/2011 10.15 3 2 9 47 61 2 20 30 31.216 4 3 0 0 OFF RD LT INTO GUARD WIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z757558 3216 2 DIDSBURY 2 10 N K DIDSBURY 2/27/2011 7.3 3 2 1 47 61 2 20 30 31.039 0 0 V1 NB, DROVE ON A PATCH OF ICE AND LOST CONTROL, V1 SLID OFF RD AND STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2557829 3265 2 OLDS 2 5 S K HWY 27 3/16/2011 20.3 3 2 5 47 61 2 20 30 30.57 2 3 0 0 SB V2 LOST CTRL, ENTERED MERIDIAN & ROLLED IN DEEP SNOW BEFORE STRIKING CABLE BARRIER, V1 LOST CTRL SLIGHTLY BEHIND V2, V1 WAS TRYING TO AVOID COLLISION WITH V2, ENTERED MERIDIDAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z737022 3216 2 CARSTAIR 2 20 N K CARSTAIRS 1/26/2011 22.25 3 2 5 28 61 2 20 30 29.71 0 0 SB V1 WENT INTO MEDIAN DITCH STRIKING WIRE FENCE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535392 3265 2 OLDS 2 500 N M AMERADA RD 1/2/2011 10.45 3 2 5 47 51 2 20 30 29.659 1 3 0 0 SB V1 LOST CTRL, SPUN INTO CENTER MEDIAN & ROLLED.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z768155 3216 2 CARSTAIR 2 NEAR 11/24/2011 10 3 2 5 47 61 2 20 20 11.858 0 0 VEH WENT OFF RD. After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553741 3265 2 DIDSBURY 2 300 N M AMERADA RD TP 322 9/5/2011 16.45 3 2 1 24 61 2 20 30 29.458 1 1 0 0 V1 WAS FORCED INTO CENTRE MEDIAN CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 1954479 3265 2 OLDS 2 TWP RD 322 1/2/2011 10.33 3 2 5 47 61 2 20 30 29.259 1 3 0 0 SB V1 LOST CTRL & STRUCK MEDIAN WIRE RAIL GUARD.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z524289 4693 2 AIRDRIE 2 45 N K CALGARY JUST PAST CREMONA TURN OFF EXIT 581 1/2/2011 9.15 3 2 1 47 41 2 20 20 12.217 0 0 NB V1 WENT OFF RD TO THE LEFT.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2552203 3216 2 CARSTAIR 2 5 N K HWY #581 3/24/2011 8.15 3 2 5 47 61 2 20 20 12.466 3 3 0 0 SB V1 LOST CTRL, ENTERED CENTER MEDIAN & STOPPED BY CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553691 3265 2 OLDS 2 TWP RD 322 AMANDA RD 9/9/2011 14.07 3 2 5 47 61 2 20 30 29.159 1 1 0 0 SB V1 OFF RD LT THRU INTRSTN & STRUCK CABLE BARRIER.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 2442346 4693 2 CARSTAIR 2 3 N K HWY 581 9/30/2011 10.46 3 6 5 1 1 47 31 2 20 20 12.71 1 1 0 0 V1 SB, V2 WAS BESIDE HER IN FAST LANE, ALL OF SUDDEN HEARD BANG, LOST CTRL, WENT INTO FAST LANE HITTING FRT OF V2, V1 THEN WENT INTO CENTRE MEDIAN THRU CABLE BARRIER HITTING V3.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2309287 3265 2 OLDS 2 100 S M AMERADA RD (TWP RD 322) 3/21/2011 22.35 3 2 5 47 61 2 20 30 29.159 4 3 0 0 SB V1 LOST CTRL & STRUCK MEDIAN.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 2297236 3216 2 CARSTAIR 2 0.03 N K HWY 581 10/15/2011 11 3 2 5 47 61 2 20 20 12.712 1 1 0 0 SB V1 DRIFTED ONTO SHOULDER, LOST CTRL ACROSS HWY INTO FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442378 4693 2 AIRDRIE 2 3 N K CARSTAIR FLYOVER SB LANES DITCH THREE KMS NORTH OF THE CARSTAIRS FLYOVER 4/2/2011 17.3 3 1 5 28 61 2 20 20 12.713 1 2 0 0 SB V1 HIT SHOULDER IN PASSING LANE, SLID & SNOW PULLED IT INTO DITCH STRIKING THE FENCE IN THE MEDIUM.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553845 3265 2 OLDS 2 500 S M AMERADA RD 1/28/2011 15.2 3 2 1 47 61 2 20 30 28.658 4 3 0 0 NB V1 LOST CTRL & STRUCK CENTER CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553813 3237 2 BOWDEN 2 60 S K RED DEER UNSPECIFIED ONLY 60 KM S OF RED DEER 3/1/2011 13 3 2 1 47 61 2 20 30 28.17 4 3 0 0 NB V1 CLAIMS TO HAVE BEEN CUT OFF BY TRACTOR TRAILER & STRUCK THE CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2233192 3265 2 OLDS 2 0.5 N M BERGEN RD 1/8/2011 2.4 3 2 1 47 51 2 20 30 27.54 4 3 0 0 NB V1 LOST CTRL & ROLLED TRUCK IN DITCH.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2485418 3265 2 DIDSBURY 2 1 N K BERGAN RD 1/28/2011 15.3 3 2 1 28 61 2 20 30 26.915 4 3 0 0 NB V1 LOST CTRL, SPUN INTO CENTER MEDIAN & STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z723030 3272 2 OLDS 2 2 N M BERGEN RD 3/24/2011 9.49 3 2 1 47 61 2 20 30 26.232 0 0 NB V1 LOST CTRL, SLID INTO MEDIAN & STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2233146 3216 2 OLDS 2 50 S M BERGEN RD 11/30/2011 9.3 3 2 1 47 61 2 20 30 25.915 4 3 0 0 V1 NB, LOST CTRL DRIVING TOO FAST, LANDED IN CTR MEDIAN, STRUCK WRONG WAY SIGN.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 Z768267 3265 2 OLDS 2 10 S K OLDS 12/2/2011 12.55 3 2 5 47 41 2 20 30 25.576 0 0 VEH LOST CTRL, RAN OFF RD LT, NB.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z703774 3237 2 DIDSBURY 2 0.4 N K HWY 582 OVERPASS 1/4 MILE NORTH OF 326 EXIT 12/3/2011 0.01 3 2 5 47 61 2 20 30 25.106 0 0 SB V1 LOST CTRL & STRUCK GUARD RAILS ON HWY.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535724 3216 2 DIDSBURY 2 1 S K TWP RD 320 BERGEN RD 12/2/2011 14.5 3 2 1 47 61 2 20 30 24.915 1 3 0 0 VEH NB, LOST CTRL, WENT OFF RD LT, STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2552107 3216 2 DIDSBURY 2 1.5 S K TWP RD 320 6/21/2011 0 3 2 5 47 61 2 20 30 24.415 1 1 0 0 V1 SB, DRIVING ALL OVER RD, WEAVING IN AND OUT OF LANES, THEN OVER CORRECTED, HITTING CENTER CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2344725 3216 2 DIDSBURY 2 3 N K HWY 582 N B/1 KM S OF BERGEN ROAD 3/17/2011 7.59 3 2 1 47 71 2 20 30 24.05 4 3 0 0 NB V1 LOST CTRL, WENT OFF RD LT & ROLLED ONTO PASSENGER SIDE ON TOP OF CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2552290 3216 2 DIDSBURY 2 2 N K HWY 582 3/16/2011 4.3 3 2 5 47 31 2 20 30 23.052 1 1 0 0 SB V1 CROSSED CENTER MEDIAN & BOTH NB LANES, V1 HAD TANGLED THE MEDIAN CABLE BARRIER UNDERNEATH THE VEH & ACROSS NB LANES.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z746022 3216 2 DIDSBURY 2 2 N K DIDSBURY EXIT 3/23/2011 9.3 3 2 5 47 61 2 20 30 23.049 0 0 SB V1 HIT ICY CONDITIONS & LEFT HWY.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z745712 3216 2 CARSTAIR 2 5 N K CARSTAIRS OVERPASS 2/26/2011 15.28 3 2 5 47 61 2 20 20 14.717 0 0 V1 SB, LOST CONTROL ON ICE, ENTERED DITCH ON LT SIDE & HIT BARRIER FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2343237 4693 2 DIDSBURY 2 2 S K HWY 582 1/28/2011 15.4 3 2 1 47 61 2 20 30 23.048 4 3 0 0 NB V1 SPUN OUT INTO CABLE MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z723011 3265 2 OLDS 2 RGE RD 314 7/18/2011 19.15 3 2 1 47 61 2 20 30 22.602 0 0 NB V1 WENT OFF RD TO THE LT DUE TO STRONG WIND/RAIN & STRUCK CABLE BARRIER IN MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2646021 3216 2 DIDSBURY 2 S DIDSBURY EXIT 12/10/2011 3.45 3 2 5 47 61 2 20 25 21.137 4 3 0 0 V1 SB, SWERVED TO AVOID DEER, SLID INTO DITCH, STRUCK GRDRL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2167029 3216 2 DIDSBURY 2 0.4 S K WESTCOTT RD 1/1/2011 23.55 3 2 1 47 61 2 20 20 15.64 4 3 0 0 SB V1 WENT OFF RD INTO FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z743066 3216 2 DIDSBURY 2 5 S K DIDSBURY O/P 3/22/2011 6.3 3 2 1 47 61 2 20 20 15.885 0 0 NB V1 HIT ICE, LOST CTRL, INTO DITCH, HIT GUARD RAIL & THEN BACK OUT OF DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2548368 4693 2 CARSTAIR 2 1 S K HWY 582 3/22/2011 21.2 3 2 1 47 61 2 20 20 20.049 4 3 0 0 NB V1 LOST CTRL & SLID INTO CENTER BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2548351 4693 2 DIDSBURY 2 5 S K HWY 582 OVERPASS 2/26/2011 9.3 3 2 1 47 61 2 20 20 15.966 4 3 0 0 NB V1 LOST CTRL & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2442354 4693 2 DIDSBURY 2 1 S K HWY 582 1/5/2011 18.31 3 2 5 47 61 2 20 20 20.049 1 3 0 0 SB V1 LOST CTRL & STRUCK FENCE BARRICADE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2549484 4693 2 DIDSBURY 2 100 S M TWSP RD 310 1/28/2011 16.3 3 2 1 47 61 2 20 20 16.093 4 3 0 0 NB V1 SLID INTO CABLE MEDIAN.After 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2011 Z736915 4693 2 CARSTAIR 2 10 N K CARSTAIRS 1/5/2011 17 3 2 9 47 61 2 20 20 19.71 0 0 V1 SLID OFF RD TO LT INTO POST & WIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2441680 3216 2 CARSTAIR 2 50 N M BERGTHAL RD CENTRE MEDIAN 4/14/2011 8 3 2 1 47 61 2 20 20 16.551 4 3 0 0 NB V1 LOST CTRL, ENTERED CENTER MEDIAN & STRUCK CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2616387 671 2 CARSTAIR 2 AT BERGTHALL ROAD 11/17/2011 19.37 3 2 1 47 61 2 20 20 16.586 4 3 0 0 NB V1 LOST CTRL, WENT INTO CENTRE MEDIAN HITTING STEEL CABLE BARRIER THEN GOING BACK ACROSS HWY TO EAST SHOULDER OF RD.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2645622 4693 2 DIDSBURY 2 0.02 S K HWY 582 11/27/2011 12.59 3 2 5 47 51 2 20 20 19.049 6 1 0 0 V1 SB, V1 TRAILERS ARE UNLOADED, V1 BLOWS OVER ONTO ITS SIDE IN HIGH WINDS.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2548436 4693 2 DIDSBURY 2 2 S K HWY 582 5/15/2011 16.45 3 2 5 47 61 2 20 20 19.049 1 1 0 0 SB, RAN OFF RD, INTO MEDIAN, FENCE, ON SHOULDER OF SB LANES.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z583497 3216 2 DIDSBURY 2 2 S K DIDSBURY 2/26/2011 15.3 3 2 5 47 61 2 20 20 19.049 0 0 SB V1 BACK END STARTED TO SWAY, BEGAN TO SPIN & ENDED UP HITTING DITCH & GUARD RAIL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2448118 4693 2 DIDSBURY 2 2 S K HWY 582 1/28/2011 20 3 2 5 47 61 2 20 20 19.049 4 3 0 0 SB V1 LOST CTRL & STRUCK CABLE MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2448115 4693 2 DIDSBURY 2 2 S K HWY 582 SB 1/23/2011 13.15 3 2 5 28 61 2 20 20 19.047 6 3 0 0 SB V1 LOST CTRL STRIKING CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2552297 3216 2 DIDSBURY 2 4 S K HWY 582 HWY 2 NB 4/4/2011 5.15 3 2 1 47 61 2 20 20 17.05 1 1 0 0 NB V1 LEFT RD, ENTERED DITCH & STRUCK BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2121326 3216 2 DIDSBURY 2 UNSPECIFIED BTN OLDS 7 DIDSBURY 12/4/2011 17.05 3 2 5 47 61 2 20 20 18.4 1 2 0 0 V2 SB , BUMPED BY ANOTHER PICKUP , V2 WENT OFF RD LEFT INTO CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z742243 4693 2 CARSTAIR 2 51 N K CALGARY JUST BEFORE CARSTAIRS TURN OFF 2/27/2011 6.3 3 2 1 47 61 2 20 20 18.1 0 0 NB V1 LOST CTRL, WENT INTO CENTER MEDIAN & STRUCK STEEL CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2448142 4693 2 DIDSBURY 2 3 S K HWY 582 1/5/2011 16.3 3 2 5 47 61 2 20 20 18.049 98 3 0 0 SB V1 LOST CTRL & STRUCK CENTER MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2442353 4693 2 DIDSBURY 2 3 S K HWY 582 1/5/2011 19 3 2 5 47 61 2 20 20 18.049 1 3 0 0 SB V1 LOST CTRL & STRUCK FENCE BARRICADE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1649020 3237 2 INNISFAI 2 54 HWY 2 SOUTH OF INNISFAIL OVERPASS 12/22/2005 6.1 3 2 3 70 61 2 22 25 27.735 1 98 0 0 V1 EB ON RAMP TO GO SB, SPEEDING, LOST CONTROL, FISHTAILED, SPUN COUNTER CLOCKWISE, ENTERED CENTER MEDIAN, STRUCK GUARD RAIL, THEN STRUCK OVERHEAD SIGN SUPPORT POST, ROTATED CLOCKWISE AND CAME TO REST ON NB CENBefore 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1520634 3237 2 INNISFAI 2 5 S K INNISFAIL IN DITCH AT CONSTRUCTION 5/14/2005 15 3 7 6 6 5 30 97 2 22 20 20.167 1 1 0 0 V1 PARKED, V2 BACKED, V2 STRUCK V1.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1649148 3237 2 BOWDEN 2 4 N K BOWDEN IN FRONT OF BOWDEN INSTITUTION NB LANES 3/15/2005 21.46 3 2 1 47 51 2 22 20 20.035 4 3 0 0 VEH1 PULLING TRLR, LOST CTRL, RORL, TRLR OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2005 1486708 3265 2 BOWDEN 2 10 N K HWY #27 3/14/2005 5.45 3 2 1 47 51 2 22 10 10 1 3 0 0 VEH1 NB RT LANE, LOST CTRL, RORL, OT.Before 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2005 1648990 3265 2 OLDS 2 6 N K HWY 27 BY NETOOK ROAD SB 12/10/2005 7.4 3 2 5 47 61 2 22 10 9.783 1 1 0 0 V1 SB LT LANE, FELL ASLEEP, RORL, ENTERED MEDIAN, STRUCK NETOCH RD CROSSOVER, THRU MEDIAN, STOPPED IN SB LT LANE FACING NB.Before 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2005 1615563 3237 2 CARSTAIR 2 60 KMS N OF AIRDRIE 2/4/2005 20 3 7 1 1 47 15 97 2 22 10 4.891 4 3 0 0 V2 LOST CTRL WHEN TRT PASSED IN FAST LANE, V1 FLLWED V2 INTO DITCH, V1 STRUCK RE V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2005 1649072 3265 2 OLDS 2 500 N K HWY 27 OVERPASS 7/10/2005 14.45 3 2 1 10 61 2 22 5 0.504 1 1 0 0 V1 NB LT LANE, CAUGHT LINE OF TRAFFIC PASSING VEH PAINTING LANES, VEHS BRAKED, V1 ENTERED CENTER MEDIAN TO AVOID, V1 STRUCK SIGN POST.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1648992 3265 2 OLDS 2 27 NORTHBOUND EXIT RAMP FOR HWY 27-NE-91 8/4/2005 18.5 3 2 1 97 61 2 22 5 0.117 1 1 0 0 V1 NB TAKING WEST EXIT RAMP, GOING TOO FAST, V1 STRUCK GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 1870224 3244 2 INNISFAI 2 OFF RAMP N/B 10/13/2006 23.35 3 2 6 47 41 2 22 25 27.825 1 1 0 0 V1 NB, DOZED, RORL.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1748278 3237 2 INNISFAI 2 590 EXIT RAMP TO HWY 590 FROM HWY 2 1/18/2006 8 3 2 2 97 51 2 22 25 27.782 1 1 0 0 V1 NB ON OFF RAMP, ATTEMPTED TO TURN, V1 LEFT RD, ROLLED, ENTERED DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1502830 3237 2 INNISFAI 2 3 S K HWY 54 2/24/2006 8.2 3 2 2 47 41 2 22 22 24.925 4 3 0 0 V1 NB, LOST CONTROL ON ICE, RORL, ENTERED MEDIAN, V1 STRUCK V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 Z587343 3237 2 INNISFAI 2 30 S K RED DEER 12/27/2006 11 3 2 6 47 61 2 22 20 23.005 0 0 V1 SB SPUN OUT OF CTRL, CROSSED MEDIAN, RORL, STRUCK WOODEN POST.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1747867 3237 2 BOWDEN 2 4 N K BOWDEN 1/21/2006 3.3 3 6 1 5 47 47 31 2 22 20 20.022 1 1 0 0 V1 NB, V2 SB, V1 LOST CONTROL AND ENTERED DITCH, SKIDDED ACROSS NB LANE, ENTERED CENTER MEDIAN, SKIDDING AND BREAKING OFF REAR WHEEL, CAME TO REST IN SB LANE,DROVE BACK OVER NB LANE, THRU DITCH AND STOPPED, V2Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder



2006 1748091 3237 2 BOWDEN 2 1 N K 587 N/B LANES 3/10/2006 21.47 3 2 1 47 41 2 22 20 17.366 4 3 0 0 V1 NB LT LANE, LOST CONTROL ON ICY RD, RORL, THRU MEDIAN, CAME TO REST IN SB LANE.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2006 1748090 3237 2 BOWDEN 2 500 N M 587 U/P AL O5 SOUTHBOUND LANES 3/10/2006 21.4 3 2 5 47 61 2 22 15 16.536 4 3 0 0 V1 SB, LOST CONTROL ON ICY RD, STRUCK GUARD RAIL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1889545 3272 2 OLDS 2 15 N K OLDS 12/27/2006 12 3 6 1 5 47 47 31 2 22 15 15 4 3 0 0 V1 NB, V2 SB LOST CTRL, CROSSED MEDIAN, STRUCK V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1648941 3237 2 BOWDEN 2 1 N K 587 SOUTHBOUND LANES 2/20/2006 10 3 6 1 5 47 47 31 2 22 15 14.976 4 3 0 0 V1 NB LT LANE, LOST CONTROL ON ICY RD, THRU MEDIAN, ROLLED ACROSS SB LANES, ENTERED DITCH, V2 STRUCK DEBRIS FROM V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1870056 3265 2 BOWDEN 2 400 N M 2A EXIT TO OLDS 12/27/2006 17 3 10 1 5 47 47 11 2 22 10 13.147 4 3 0 0 V1 NB LOST CTRL, SS V2 SB, ENTERED CENTER MEDIAN, V2 ENTERED WEST DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1747869 3265 2 OLDS 2 2 N K NETOOK RD 2/25/2006 19.48 3 2 5 47 61 2 22 10 11.785 1 1 0 0 V1 SB LOST CONTROL, CROSSED MEDIAN ONTO NB LANES, ENTERED DITCH AND STRUCK FENCE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1747852 3237 2 BOWDEN 2 5 S K BOWDEN 3/9/2006 17.53 3 2 5 47 61 2 22 10 11.034 1 1 0 0 V1 SB RT LANE, DRI DRINKING JUICE, STARTED CHOKING, PASSED OUT, RORL, THRU MEDIAN, ACROSS NB LANES,ENTERED DITCH, STRUCK FENCE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1731063 3265 2 OLDS 2 3.2 N K OLDS OVERPASS 11/14/2006 4.2 3 2 1 47 51 2 22 10 3.307 6 4 0 0 V1 NB LOST CTRL, RORL, ENTERED LT DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2006 1748208 3265 2 OLDS 2 1.5 N K HWY 27 3/31/2006 21.43 3 2 1 47 51 2 22 10 1.5 1 1 0 0 V1 NB LOST CONTROL, STRUCK MEDIAN, CROSSED SB LANES, ROLLED AND ENTERED DITCH.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2006 Z591486 3265 2 OLDS 2 27 ON OLDS OVERPASS ACCESS TO N/B HWY 2 12/13/2006 21 3 2 7 20 61 2 22 5 0.083 0 0 V1 NB LOST CTRL, STRUCK LT GRDRL, SLID SIDEWAYS ALONG GRDRL.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1870074 3237 2 INNISFAI 2 1 S K HWY 54 OVERPASS 1/20/2007 11.45 3 2 2 28 61 2 22 24 26.674 4 3 0 0 OBJ1 NB APPROCHING ANORTHER MVC WITH POLICE, LOST CONTROL FROM A LANE CHANGE & SKIDDED INTO MEDAIN COLLIDING WITH SIGN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1869964 3237 2 INNISFAI 2 S/B INNISFAIL PETRO CANADA 9/24/2007 1.3 3 2 6 47 41 2 22 24 26.264 1 1 0 0 V1 SB, DEER ON HWY SWERVE TO MISS GO INTO MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1940125 4705 2 BOWDEN 2 1 N K BOWDEN NR FAST GAS STATION SOUTHBOUND 3/13/2007 7.25 3 2 6 47 61 2 22 20 17.396 1 3 0 0 V1 SB, LOST CONTROL ON ICE, ENTERED MEDIAN, ACROSS TO NB LANE, STRUCK ROAD SIGN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2007 1870562 3265 2 BOWDEN 2 1.5 S K BOWDEN QE 4/1/2007 18.3 3 2 1 47 41 2 22 10 14.538 4 3 0 0 V1 NB HIT BLACK ICE AND WENT INTO DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1731329 3272 2 BOWDEN 2 ARB 2/20/2007 22.4 3 2 5 47 61 2 22 10 14.426 1 3 0 0 V1 SB, SLID, THRU MEDIAN, STRUCK POST, CROSSED NB LANES, ENTERED DITCH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 Z628788 3265 2 BOWDEN 2 3 S K BOWDEN N/B LANES 12/31/2007 9.3 3 2 1 47 61 2 22 10 13.038 0 0 V1 N BEHIND A TRACTOR TRAILER, WAITING FOR ANOTHER VEH TO PASS IN THE LT LANE, V1 STARTED TO CHANGE LANE, LOST CTRL, CROSSED MEDIAN & ENDED UP FACING N ON SB SIDE OF HWY.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1870113 3265 2 BOWDEN 2 3 S K BOWDEN 2/8/2007 19.1 3 2 5 47 51 2 22 10 13.038 4 3 0 0 V1 SB, LOST CONTROL ON ICY CONDITION, ROR INTO EAST DITCH, CROSSING NB LANE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1676980 3265 2 OLDS 2 NEAR TWP RD 334 1/20/2007 10.15 3 2 5 47 61 2 22 10 6.606 4 3 0 0 V1 SB, LOST CONTROL, STRUCK RED WRONG WAY SIGN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1870145 3237 2 INNISFAI 2 TWP 33-4 #2 N/B AT TWP RD 33-4 7/2/2007 11.1 3 2 1 47 61 2 22 10 6.546 1 1 0 0 V2 NB, ROLLS OFF ROAD.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 1889560 3265 2 OLDS 2 6 N K OLDS HWY 27 3/2/2007 18.2 3 6 1 5 47 47 31 2 22 10 6 6 3 0 0 V2 NB, LOST CONTROL CROSSED MEDIAN INTO ONCOMING TRAFFIC, CLIPPING V1.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2007 1870591 3265 2 OLDS 2 100 N M HWY 27 S/B 9/12/2007 9 3 2 5 47 61 2 22 5 0.1 1 1 0 0 V1 SB, IN L/L FELL A SLEEP RORL STRUCK GUARDRAIL POST.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 2074983 3265 2 OLDS 2 NORTHSIDE OF HWY 27 OVERPASS 11/12/2007 12.5 3 2 5 47 61 2 22 5 0.034 1 1 0 0 V1 SB ON HWY, FELL ASLEEP, RORL, STRUCK GRDRLS, VAULTED.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2007 2002030 3265 2 OLDS 2 27 EAST ON HWY 27 ON HWY 2 OLDS OVERPASS 5/23/2007 22.3 3 2 2 47 61 2 22 5 0.001 4 3 0 0 OBJ1 EB, SLID ON ICE, VEH PULLED INTO THE NB GUARD RAIL THE VEH BOUNCED INTO THE CENTERE OF THE JCT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2008 Z626884 3244 2 INNISFAI 2 590 5/23/2008 22.3 3 2 6 84 61 2 22 25 27.915 0 0 V1 SB, VERY DARK AND RAINY, DID NOT SEE CEMENT MEDIAN EXTENDED INTO LANES, STRUCK MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075122 3237 2 INNISFAI 2 800 S M HWY590 SOUTHBOUND LANES S OF PETRO CANADA 4/18/2008 19.4 3 2 2 47 51 2 22 25 27.128 4 3 0 0 V1 NB ON HWY, SLIPPERY RD CONDS, LOST CTRL, & OT THRU MEDIAN, RESTED ON SB SIDE.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2039234 3237 2 INNISFAI 2 0.5 N K COTTONWOOD OVERPASS QE2 NB .5 KMH NORTH EXIT 365 1/17/2008 10.43 3 6 2 6 47 47 31 2 22 22 25.007 3 3 0 0 V1 NB, LOST CTRL, RORL,STRUCK BY V2.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 1956616 3237 2 INNISFAI 2 100 N M COTTONWOOD OVERPASS 1/17/2008 7.2 3 6 2 6 47 47 31 2 22 22 24.631 4 3 0 0 V1 NB, LOST CTRL, CROSS OVER INTO SB TRAFFIC AND IMPACT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075256 3237 2 INNISFAI 2 AT EXIT 365 3/4/2008 4.45 3 2 2 47 41 2 22 22 24.236 4 3 0 0 VEH NB, LOST CTRL, ENTERED MEDIAN, JK.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2039359 3237 2 INNISFAI 2 SB LANE JUST N OF OLD POLE RD 12/10/2008 21.3 3 2 2 47 51 2 22 20 22.758 4 3 0 0 V1 NB SLID ON ICE AND WENT INTO DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 1502751 3237 2 INNISFAI 2 500 N M POLICE DOG TRAINING KENNE 4/21/2008 1 3 2 6 47 51 2 22 20 21.948 4 3 0 0 POLICE LOCATED V1-VEH TRAILER FLIPPED ON SIDE IN MEDIAN, TOWING VEH FLED, NEVER LOCATED/IDENTIFIED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075177 3237 2 INNISFAI 2 3 S K E NORTHBOUND 3 KM SOUTH EXIT 36S 1/17/2008 8 3 2 2 47 41 2 22 20 21.677 4 3 0 0 V1 NB, LOST CTRL, RORL, JK IN MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075261 3244 2 INNISFAI 2 NORTH OF BIG BEND 3/4/2008 4 3 2 2 47 41 2 22 20 18.292 4 3 0 0 V1 NB LOST CONTROL ON ICY RD, ENTERED MEDIAN AND JACKNIFED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2075277 3244 2 BOWDEN 2 SOUTHBOUND LANES JUST NORTH OF BOWDEN FAS GAS 3/4/2008 6.09 3 2 6 47 41 2 22 20 18.021 4 3 0 0 V1 NB, SLID ON BLACK ICE, JACKNIFED, FACING SB IN MEDIAN OF SB LANES.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 2074746 3237 2 BOWDEN 2 1.5 N K BOWDEN 12/18/2008 12.25 3 2 2 47 51 2 22 20 17.538 1 3 0 0 V1 NB LOST CTRL ON ICE AND WENT INTO DITCH OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2008 1731148 3237 2 BOWDEN 2 002A EXIT RAMP 12/13/2008 13.43 3 2 5 22 61 2 22 15 16.483 1 3 0 0 V1 WENT OFF RD HITTING GRDRL.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 Z627017 3265 2 OLDS 2 587 OFF RAMP NORTH BOUND HWY 587 1/19/2008 10 3 9 7 97 61 2 22 15 16.068 0 0 V1 NB OFF RAMP OF HWY, STARTED TO ACCELERATE, SKID, SLID INTO E DITCH, STRUCK FENCE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 1732464 3265 2 BOWDEN 2 2 S K BOWDEN N/B 12/18/2008 11 3 2 1 47 51 2 22 10 13.466 4 3 0 0 V1 NB LOST CTRL ON ICE ENTERED MEDIAN AND OT.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2297947 3265 2 BOWDEN 2 3 S K BOWDEN NB 4/24/2008 7.37 3 2 1 24 61 2 22 10 11.646 4 3 0 0 VEH 1 WENT INTO MEDIAN AND STRUCK A WOODEN SIGN REF WITH CASE # 2039334Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 2075316 4705 2 OLDS 2 TWP RD 340 1/19/2008 12.45 3 6 1 5 47 47 31 2 22 10 10.578 4 3 0 0 V1 NB, LOST CTRL, CROSS OVER MEDIAN, IMPACT WITH V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2008 Z591630 3265 2 BOWDEN 2 5 S K BOWDEN S/B 12/12/2008 16.4 3 7 5 5 47 47 97 2 22 10 10.018 0 0 V1 LOST CTRL DUE TO ICY ROADS AND CAME TO REST IN MIDDLE MEDIAN OH HWY, V2 SLOWED DOWN AND CHANGED LANES, V2 LOST CTRL AND STRUCK V1.Before 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2008 Z627006 3265 2 OLDS 2 27 OFF RAMP ONTO HWY 2 N/B 7/9/2008 7.4 3 2 1 47 51 2 22 5 0.149 0 0 V1 AT HIGH SPEED, HIT BRAKES, TURNED TO RT QUICKLY, OT.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2345157 3237 2 INNISFAI 2 1 S K HWY 54 NB LANES 12/14/2009 21.36 3 2 2 47 41 2 22 25 26.926 4 3 0 0 V1 NB, LOST CTRL, WENT OFF RD LT, JK.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074509 3237 2 INNISFAI 2 200 S M PETRO CANADA 1 KM SOUTH OF HWY 54 NB LANES 1/29/2009 11.15 3 2 2 47 51 2 22 24 25.97 4 3 0 0 V1 NB, SLID ON BLACK ICE, WENT INTO DITCH, ROLLED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2345131 3237 2 INNISFAI 2 250 N M EXIT 365 12/5/2009 7.35 3 2 2 47 41 2 22 22 24.758 4 3 0 0 DMG STICKER TRK 5160125, DMG STICKER TRL 5160126.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074508 3237 2 INNISFAI 2 1 S K OF N INNISFAIL O. PASS 1/29/2009 10.45 3 2 2 47 51 2 22 20 23.513 4 3 0 0 VEH NB PASSING ANOTHER VEH, LOST CTRL ON SLIPPERY RD, ENTERED MEDIAN & OT.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074962 3237 2 BOWDEN 2 1 N K HWY 587 12/20/2009 20.45 3 2 6 47 51 2 22 20 17.353 4 3 0 0 V1 SB, SLOWING DOWN, PASSED TOW TRUCK, HIT ICE, LOST CONTROL AND ROLLED.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2009 2074579 3237 2 BOWDEN 2 UNK 3/18/2009 12 3 2 2 47 41 2 22 20 17.204 1 1 0 0 V1 NB, PASSING LARGE TRUCK WHEN WIND SWEPT HIS VEH CAUSING HIM TO HIT DITCH & CROSS MEDIAN INTO SB LANES.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 Z672241 3347 2 SUNDRE 2 1.6 S K HWY 587 1/19/2009 9.3 3 2 1 97 71 2 22 15 16.183 0 0 EB, SLID OFF RD LT, WENT DOWN BANK INTO TREE.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 1875594 3265 2 BOWDEN 2 ARB 4/24/2009 7.15 3 2 1 47 51 2 22 10 13.787 4 3 0 0 V1 NB, ATTEMPTED TO MAKE LT LANE CHANGE ON SEVERLY ICY RD RESULTING IN LOSS OF CONTROL WHEN TRYING TO REGAIN CONTROL, HIT MEDIAN RESULTING IN VEH ROLLOVER, CAME TO REST FACING SB IN SB I/L.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 Z656831 3237 2 BOWDEN 2 1 S K BOWDEN 7/27/2009 19 3 2 5 47 41 2 22 10 13.652 0 0 V1 TRAVELLING & TIRE BLEW AND WENT INTO CENTER OF HWY.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2074647 3237 2 BOWDEN 2 IN FRONT OF WESTWIND MOTEL ON HWY 2 11/27/2009 13.4 3 6 1 5 47 47 31 2 22 10 12.92 4 3 0 0 V1 NB, V2 SB, V1 CROSSED MEDIAN AND STRUCK V2, SLIPPERY, SNOW COVERED RDS.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 Z685536 3265 2 BOWDEN 2 5 S K BOWDEN 1/13/2009 21.5 3 2 1 47 51 2 22 10 9.573 0 0 V1 NB, LOST CTRL ON ICY SECTION, ROLLED INTO SB LANE.Before 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2009 2345123 3265 2 OLDS 2 1 N K NETOOK/WIMBORNE RD 11/30/2009 15.1 3 6 1 5 47 47 31 2 22 10 7.783 4 3 0 0 V1 NB, LOST CTRL, SPUN, JK, STRUCK ENCLOSED TRAILER PULLED BY V2.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2233149 3265 2 OLDS 2 2 N K TWP 332 12/20/2009 21.5 3 2 5 47 51 2 22 10 5.295 4 3 0 0 SB, SHIFTED TO 4 X 4, LOST CTRL, WENT INTO MEDIAN, ROLLED VEH.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2345039 3265 2 BOWDEN 2 5 N K HWY 27 12/30/2009 18.3 3 2 1 47 51 2 22 10 5 4 3 0 0 V1 NB, LOST CONTROL, ROLLED VEH INTO CENTRE MEDIAN.Before 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2009 2233345 3265 2 OLDS 2 1 N K OF OLDS OVERPASS SB 7/10/2009 3 2 5 47 61 2 22 10 1 2 2 0 0 SB IN LT LANE TO PASS A TRUCK, TRUCK WAS TOO FAR IN DRI LANE, LOST CTRL, WENT IN DITCH, HIT SIGN.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2009 2029054 3265 1 OLDS 2 27 N/B OFFRAMP OF HWY 2 & HWY 27 4/11/2009 11.18 3 6 7 1 70 47 34 2 22 5 0.23 1 1 0 0 V1 ATTEMPTED TO MERGE TO RT NB LANE, CAME ACROSS PATH OF V2, SS V1, V2 SWERVED INTO LT LANE, CUT OFF V3 WHICH SWERVED INTO CTR DITCH, STRUCK A WHITE PLASTIC MERIDIAN MARKER.Before 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2074497 3237 2 INNISFAI 2 30 N M OF COTTONWOOD OVERPASS 7/11/2010 5.15 3 2 6 47 61 2 22 22 24.545 1 1 0 0 VEH SB, SOMETHING HAPPENED TO FRT DRI TIRE CAUSING HIM TO GO INTO CTR FENCE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2344868 3237 2 INNISFAI 2 54 100 METERS SOUTH 8/9/2010 20.4 3 2 2 47 61 2 22 22 24.408 1 1 0 0 V1 NB, SWERVED TO AVOID DEER, LOST CONTROL, OFF-RD LT INTO MEDIAN, STRIKING GUARDWIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2344806 3237 2 INNISFAI 2 COTTONWOOD OVERPASS 11/22/2010 9.3 3 2 6 47 61 2 22 22 24.315 4 3 0 0 V1 SB LOST CTRL AND ENTERED CENTER MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2535427 3237 2 INNISFAI 2 5 S M HWY 54 11/6/2010 18.55 3 2 6 47 61 2 22 20 23.735 1 1 0 0 V1 SB WHEN AN U/K VEH REPORTED GOING THE WRONG WAY FORCING V1 TO TAKE EVASIVE ACTION TO AVOID HEAD-ON COLISION, V1 LOST CONTROL, STRIKING GUARD WIRE AFTER SPINNING OUT.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z582892 3244 2 INNISFAI 2 ARB 2/7/2010 10 3 2 6 47 51 2 22 20 23.505 0 0 VEH SB, LOST CTLR, ROLLED THRU CTR MEDIAN.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2549956 3237 2 INNISFAI 2 HEADING SOUTH TO CALGARY HWY #2 PAST PENHOLD EXIT (HWY 42)11/22/2010 11.3 3 2 6 47 61 2 22 20 22.694 1 3 0 0 V1 SB LOST CTRL, SLID INTO MEDIAN CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2345196 3237 2 INNISFAI 2 2 S K HWY 54 SB MERIDIAN 5/16/2010 2.3 3 2 6 47 61 2 22 20 22.515 1 1 0 0 VEH SB, SWERVED TO AVOID COYOTE, ENTERED MERIDIAN, STRUCK SIGN POST.During 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2535475 3237 2 INNISFAI 2 2 S K HWY 54 11/21/2010 17 3 2 6 47 61 2 22 20 22.512 1 3 0 0 V1 SB LOST CONTROL , LEAVING RD STRIKING CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 Z719595 3265 2 BOWDEN 2 2 N K BOWDEN 11/18/2010 11.3 3 2 6 47 41 2 22 20 18.042 0 0 V1 SB, ICE CAUSED V1 TO HIT CENTER MERIDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2345608 3237 2 BOWDEN 2 1 N K HWY 587 5/5/2010 6 3 2 2 47 41 2 22 20 18.027 4 3 0 0 V1 NB LOST CONTROL ON ICE OFF RD INTO MEDIAN.During 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2344727 3237 2 BOWDEN 2 JUST NORTH OF BOWDEN OVERPASS 11/18/2010 12.17 3 2 1 47 61 2 22 20 17.485 4 3 0 0 V1 NB, STARTED SLIDING ON BLACK ICE, SWERVED INTO MEDIAN, HITTING CABLE SYSTEM.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2345470 3237 2 BOWDEN 2 100 S M BOWDEN FAS GAS N/B LANES 1/7/2010 14.07 3 2 2 47 51 2 22 20 17.462 1 3 0 0 V1 NB RT LANE, LOST CONTROL ON ICY RDS, OFF RD LT AND ROLLED IN DITCH.Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2448997 3265 2 BOWDEN 2 1 N K HWY 2A 9/12/2010 12.45 3 2 6 47 61 2 22 20 17.361 1 1 0 0 V1 EXTREME SPPED PASSING ON SHOULDER LOST CONTROL AND WENT UNDER CABLE MEDIAN BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2345013 3237 2 INNISFAI 2 1 N K HWY 587 1/23/2010 10.58 3 2 6 47 51 2 22 20 17.361 4 3 0 0 SB, V1 LOST CTRL. Before 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2487197 3237 2 BOWDEN 2 1 N K BOWDEN 11/15/2010 22 3 2 2 47 61 2 22 20 17.218 4 3 0 0 V1 NB, LOST CONTROL AND STRUCK MERIDIAN FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z620903 3237 2 BOWDEN 2 1 N K OF BOWDEN TURNOFF 12/13/2010 7.45 3 2 2 47 61 2 22 15 17.021 0 0 V1 NB GOING AROUND TURN, HIT BLACK ICE, LOST CONTROL AND SPUN INTO GRDRL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z737232 3265 2 OLDS 2 16 N K OLDS 10/27/2010 6.5 3 2 1 47 41 2 22 10 14.514 0 0 V1 LOST CONTROL, HIT DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2233189 3265 2 BOWDEN 2 1.5 S K HWY 587 SB ON HWY 2 CABLE BARRIER INVOLVED 12/30/2010 2 3 2 5 47 61 2 22 10 14.445 6 3 0 0 V1 SB, IMPAIRED V1 ENTERED DITCH & STRUCK FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z654579 3237 2 BOWDEN 2 2 S K BOWDEN NB 11/18/2010 8.5 3 2 1 47 61 2 22 10 14.038 0 0 V1 NB, STARTED FISHTAILING ON ICY PATH AND ENDED UP IN MEDIAN, HITTING CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2535467 3265 2 BOWDEN 2 3.21 S K BOWDEN 11/15/2010 22.3 3 2 1 47 61 2 22 10 12.828 4 3 0 0 V1 NB, SLID ON ICE AND WENT INTO DITCH, DS 5153827.CABLE MEDIAN BARRIER RELAT EDAfter 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z591510 3265 2 BOWDEN 2 002A S. OF BOWDEN 10/28/2010 7.53 3 2 5 36 61 2 22 10 12.747 0 0 V1 SB TURNING WB LOST CONTROL ON ICY ROAD SURFACE AND SLID INTO ROAD SIGN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2487396 3265 2 BOWDEN 2 5 S K HWY 2A 10/27/2010 7.15 3 2 1 47 61 2 22 10 11.035 4 3 0 0 V1 HIT BLACK ICE AND SLID INTO DITCH, STRIKING CENTRE BARRIER AND CAUSING DAMAGE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2417623 3216 2 DIDSBURY 2 25 N K HWY 582 5/29/2010 0.29 3 2 5 47 61 2 22 10 10.478 4 3 0 0 V1 SB WENT INTO LT LANE, LOTS OF SLUSH, WET SNOW, PULL V1 IN MEDIAN, STRUCK GRDRL.CABLE MEDIAN BARRIER RELATEDDuring 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2344728 3265 2 OLDS 2 500 S M NETOOK RD 11/14/2010 4.3 3 2 1 47 61 2 22 10 9.284 1 1 0 0 V1 NB, FELL ASLEEP AT WHEEL, CUT ACROSS MEDIAN, STRIKING GRDWIRE, OVER GRDWIRE INTO WB DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2344830 3265 2 OLDS 2 1.5 S K RED DEER COUNTY LINE 6/18/2010 16.2 3 2 1 24 61 2 22 10 8.285 1 1 0 0 V1 NB, V2 DRIFTED INTO LT LANE, CLIPPED V1 PUT VEH INTO DITCH, V1 HIT BARRIER.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z627138 3265 2 BOWDEN 2 6.5 S K BOWDEN 7/17/2010 10.2 3 2 1 47 61 2 22 10 8.145 0 0 V1 NB FELL ASLEEP , V1 STRUCK BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2075090 3265 2 BOWDEN 2 1.5 S K RED DEER COUNTY LINE 6/8/2010 16.22 3 2 1 47 61 2 22 10 7.92 2 2 0 0 V1 NB WITH CRUISE SET, DOZED OFF A WHEEL, DRIFTED OFF RD LT INTO CENTER MEDIAN, STRUCK POST BARRIER.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2345462 3265 2 BOWDEN 2 SB LANES NORTH OF TWP 334 10/27/2010 6.45 3 2 5 47 61 2 22 10 6.984 4 3 0 0 DIRECTION OF TRAVEL SB, V1 SB, POOR RD/WEATHER CONDITIONS, V1 WENT OFF RD LT & STRUCK HWY DIVIDER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z654478 3265 2 OLDS 2 3 S K HWY 2A S/B 12/12/2010 12.59 3 2 5 47 71 2 22 10 6.837 0 0 V1 SB LOST CTRL, SLID INTO MERIDIAN & ROLLED.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z722941 3265 2 OLDS 2 6 N K OLDS 5/9/2010 15.45 3 2 5 47 51 2 22 10 6 0 0 V1 SB ON HWY, HIT SLUSH/ICE, WENT INTO DITCH.During 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z661697 3265 2 OLDS 2 5 N K OLDS S/B 10/27/2010 6.3 3 2 5 47 41 2 22 10 5 0 0 V1 SB, LOST CONTROL ON ICY RD AND SLID INTO MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2535484 3265 2 OLDS 2 3 N K HWY 27 SB 12/12/2010 11.57 3 2 5 47 61 2 22 10 3.08 4 3 0 0 V1 SB LOST CONTROL ON BLACK ICE HIT CABLE BARRIER AFTER SPINING INTO CENTRE MERIDIAN, 1 POST DISLODGED.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 1733189 3265 2 OLDS 2 N OF OLDS 10/27/2010 6.3 3 2 9 47 61 2 22 10 2.438 4 3 0 0 V1, DUE TO DRIVING CONDITIONS, OVER CORRECTED STEERING AND DROVE INTO THE HIGH TENSION COLLISION WIRES IN THE CENTRE MEDIAN.CABLE MEDIAN BARRIER RELATEDAfter 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2233141 3265 2 OLDS 2 2 N K HWY 27 11/28/2010 9.05 3 2 5 47 61 2 22 10 2 1 3 0 0 V1 SB , TOO FAST FOR RD COND, V1 WENT EB INTO CENTRE MEDIAN FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 2535498 3265 2 OLDS 2 2 N K HWY 27 11/28/2010 3 2 5 47 61 2 22 10 2 4 3 0 0 VEH LEFT ABANDONED, HAD LEFT ROAD IN SNOWY CONDITIONS AND C/W CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z721088 3265 2 OLDS 2 2 N K HWY 27 12/29/2010 16.25 3 2 1 28 61 2 22 10 1.999 0 0 V1 NB CHANGING LANES, HIT BLACK ICE WHEN ACCELERATING, LOST CONTROL, WENT OFF RD LT, SPUN AROUND, HIT CABLE SAFETY BARRICADE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2010 Z572824 3272 2 OLDS 2 NORTH OF HWY 27 4/20/2010 3.2 3 2 5 47 41 2 22 10 0.811 0 0 V1 SOUTH , STARTED TO GO OFF ROAD RIGHT , V1 SKID ACROSS BOTH SB LANES INTO THE MEDIAN WITH THE CAR FACING WEST.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2345521 3265 2 OLDS 2 5 N M #22 OVERPASS 8/4/2010 9.18 3 2 1 47 61 2 22 5 0.5 1 1 0 0 V1 #2 LANE NB, DRI FELL ASLEEP, OFF RD LT INTO CENTER MEDIAN, VEH RETAINED BY CABLE RETENTION SYSTEM.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 1732357 3265 2 OLDS 2 0.5 N K HWY 27 5/4/2010 8.13 3 2 1 47 41 2 22 5 0.5 6 3 0 0 V1 NB SEVERE WIND SNOW , TRAILER BLOWN OFF TRACK OVER CORRECTED JACKNIFE ACROSS BOTH LANES.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2233135 3265 2 OLDS 2 5 N M HWY 27 6/13/2010 22 3 2 1 47 61 2 22 5 0.498 1 1 0 0 V1 NB LT LANE, V2 JUST PASSED A SEMI, WHEN A VEH PASSED ON HIS RT AT A HIGH RATE OF SPEED, DISTRACTING DRI, DRI CLIPPED GRDRL.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2233384 3265 2 OLDS 2 27 NEAR WB OFF RAMP 9/19/2010 3.1 3 2 5 47 41 2 22 5 0.137 1 1 0 0 V1 SB, DRI CLOSED EYES FOR A SECOND & HIT CENTRE MEDIAN.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2010 2448874 3265 2 OLDS 2 27 4/29/2010 11.3 3 2 5 47 61 2 22 5 0.017 4 3 0 0 V1 SB ON HWY, WENT THRU SNOW, WAS DRAG DOWN INTO DITCH, STRUCK GRDRL.During 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2553797 3237 2 INNISFAI 2 3 N K HWY 54 OVERPASS NB LANES 1/8/2011 12 3 2 2 47 61 2 22 25 27.524 4 3 0 0 NB V1 LOST CTRL & LEFT RD TO THE WEST & STRUCK CENTER CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535222 3237 2 INNISFAI 2 3 N K HWY 54 ANTLER HILL 3/12/2011 8.5 3 2 2 47 61 2 22 25 27.509 1 3 0 0 NB V1 LOST CTRL, WENT INTO CABLE BARRIER & LANDED IN EAST DITCH.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535171 3237 2 INNISFAI 2 2 N K HWY 54 COTTONWOOD DR SB 9/9/2011 23.45 3 2 6 47 61 2 22 24 26.581 1 1 0 0 V1 SB, FELL ASLEEP, DRIFTED INTO CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2535422 3244 2 INNISFAI 2 1 N K HWY 54 1 KM SOUTH OF HWY 590 OVERPASS 3/20/2011 4.4 3 2 2 47 41 2 22 24 26.106 4 3 0 0 NB V1 STRUCK SLUSH ON RD & LOST CTRL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593395 3237 2 INNISFAI 2 NB BTW HWY 54 OVERPASS & COTTONWOOD OVERPASS 11/28/2011 7 3 2 2 47 61 2 22 24 25.937 1 3 0 0 V1 LOST CTRL, HIT MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553793 3237 2 INNISFAI 2 1 N K COTTONWOOD OVERPASS 1/8/2011 6 3 2 2 47 51 2 22 24 25.508 4 3 0 0 NB V1 LOST CTRL, OFF ROAD LT & ROLLED.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553872 3237 2 INNISFAI 2 JUST NORTH OF HWY 54 OVERPASS SB 3/21/2011 8.5 3 2 6 47 61 2 22 24 25.448 4 3 0 0 SB V1 LOST CTRL & SPUN INTO CENTER MEDIAN CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553792 3237 2 INNISFAI 2 700 N K COTTONWOOD RD 1/8/2011 5.3 3 2 2 47 51 2 22 22 25.203 4 3 0 0 NB V1 LOST CTRL, OFF RD LT & ROLLED.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553847 3237 2 INNISFAI 2 54 2/28/2011 9.11 3 2 2 47 61 2 22 22 24.602 4 3 0 0 NB V1 LOST CTRL, OFF RD LT INTO CENTER GUARD WIRE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593394 3237 2 INNISFAI 2 JUSTSOUTH OF COTTONWOOD OVERPASS NB 11/28/2011 6.2 3 2 6 47 61 2 22 20 23.737 1 3 0 0 SB V1 LOST CTRL & STRUCK MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593393 3237 2 INNISFAI 2 JUST SOUTH OF HWY 54 OVERPASS NB 11/28/2011 6.3 3 2 2 47 61 2 22 20 23.683 1 3 0 0 NB V1 LOST CTRL & STRUCK MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z745877 3237 2 INNISFAI 2 30 S K RED DEER 1/8/2011 16.3 3 2 2 47 61 2 22 20 23.292 0 0 NB V1 STRUCK FENCE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z739044 3237 2 INNISFAI 2 2 S K INNISFAIL 5/7/2011 18.3 3 2 2 47 61 2 22 20 22.827 0 0 VEH NB, SPUN DUE TO WET CONDITIONS, IMPACTED GRDRL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z655165 3237 2 INNISFAI 2 2 S K HWY 54 11/30/2011 10.1 3 2 6 47 61 2 22 20 22.531 0 0 SB V1 LOST CTRL & STRUCK GUARD RAIL.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2557830 3237 2 INNISFAI 2 2 S K EXIT 365 NEAR RCMP KENNELS SB 3/16/2011 21.45 3 2 6 47 61 2 22 20 22.494 4 3 0 0 SB V1 LOST CTRL & TAGGED CENTER MEDIAN CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593432 3237 2 INNISFAI 2 3 S K COTTONWOOD RD EXIT 365 3/27/2011 21 3 2 2 47 41 2 22 20 21.667 1 3 0 0 NB V1 LOST CTRL & WENT OFF RD LT INTO CENTER MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z740007 3265 2 BOWDEN 2 20 N K HWY 27 OVERPASS 1/18/2011 13.3 3 2 2 47 61 2 22 20 19.996 0 0 V1 NB, HIT BLACK ICE, ENTERED WB DITCH, STRUCK CABLE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 Z736963 3265 2 BOWDEN 2 20 N K HWY #27 1/1/2011 20.3 3 2 6 47 41 2 22 20 19.993 0 0 SB V1 LOST CTRL ON HWY & SLID INTO LT DITCH.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553686 3237 2 INNISFAI 2 3 N K BOWDEN 3/13/2011 15.53 3 2 6 47 61 2 22 20 18.999 1 1 0 0 SB V1 ADVISED SOMETHING GLARED. V1 DRIFTED LT & INTO CABLE.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2645002 3237 2 INNISFAI 2 5 S K INNISFAIL 12/12/2011 5.45 3 2 2 47 61 2 22 20 18.268 5 3 0 0 NB V1 LOST CTRL, SLID INTO MEDIAN, CLIPPED RD SIGN WITH BOX OF PICKUP & CAME BACK UP ONTO RD.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2593433 3237 2 INNISFAI 2 2 N K HWY 587 3/27/2011 20.16 3 2 2 47 61 2 22 20 18.052 2 3 0 0 NB V1 LOST CTRL & WENT OFF RD LT INTO CENTER MEDIAN.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder



2011 2535366 3237 2 BOWDEN 2 2 N K SEC HWY 587 S B 3/27/2011 7.5 3 2 6 47 61 2 22 20 17.727 1 3 0 0 SB V1 LOST CTRL, SPUN OUT STRIKING CENTER MERIDIAN BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2639038 3237 2 BOWDEN 2 1 N K BOWDEN 12/20/2011 16 3 2 2 47 61 2 22 20 17.391 1 3 0 0 MVC NB, WENT OFF RD LT, HIT CTR MEDIAN, SS CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553806 3237 2 BOWDEN 2 100 S M EXIT 357 3/24/2011 9.15 3 2 6 47 71 2 22 15 16.753 1 3 0 0 SB V1 LOST CTRL, SPUN INTO CENTER MEDIAN & ROLLED ONTO, BECAME ENTANGLED IN CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2000644 3265 2 BOWDEN 2 EXIT 353 1/8/2011 10.55 3 2 5 47 61 2 22 15 16.241 4 3 0 0 SB V1 STRUCK BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2587729 3265 2 OLDS 2 45 S K RED DEER 12/3/2011 16.55 3 2 1 47 61 2 22 15 16.012 6 3 0 0 V1 NB, VEH AHEAD BRAKED, V1 BRAKED, V1 LOST CTRL, SLID INTO DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2028954 3265 2 BOWDEN 2 1 S K HWY 2A EXIT 1/28/2011 13.5 3 2 1 47 71 2 22 15 15.057 4 3 0 0 NB V1 LOST CTRL & SLID OFF RD TO LT, STRUCK CENTER DITCH & ROLLED & SPUN AROUND OVER TOP OF BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553699 3237 2 BOWDEN 2 1 S K HWY 587 6/16/2011 9.17 3 2 5 47 41 2 22 15 15.039 2 2 0 0 SLOW LANE, SUDDEN MOVEMENT, LOST CONTROL, WET RD, V1 SB IN RT LANE, RDS WET, DRI ADVISING SUDDENT MVMT OF ANOTHER VEH, LOST CONTROL, OFF-RD LT.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2558347 3265 2 BOWDEN 2 ACROSS FROM BOWDEN GOLF COURSE 11/14/2011 9.4 3 2 1 47 61 2 22 15 14.839 1 3 0 0 NB V1 SLOWED TO AVOID ANOTHER MVC, APPLIED BRAKES, SPUN 360 DEGREES, SLID BACKWARDS INTO BARRIER CABLES & DROVE ACROSS HWY TO EAST DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2593381 3237 2 BOWDEN 2 587 11/14/2011 9.1 3 2 1 47 61 2 22 10 14.286 4 3 0 0 SB V1 OFF RD LT INTO WIRE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z758235 3265 2 OLDS 2 BTWN NETOOK RD AND HWY 587 3/27/2011 19.43 3 2 5 47 61 2 22 10 14.224 0 0 SB V1 LOST CTRL, SPUN IN A CIRCLE TWICE & STRUCK THE MIDDLE FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2587948 3265 2 BOWDEN 2 1 S K BOWDEN 11/28/2011 5.1 3 2 1 47 61 2 22 10 13.645 1 3 0 0 NB V1 LOST CTRL, SPUN INTO CENTER MEDIAN & STRUCK HWY SIGN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2344720 3265 2 BOWDEN 2 1 S K BOWDEN 12/2/2011 6.55 3 2 1 47 61 2 22 10 13.644 1 3 0 0 VEH NB, LOST CTRL, OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2344719 3265 2 BOWDEN 2 1 S K BOWDEN NB 12/2/2011 6.55 3 2 1 47 61 2 22 10 13.644 1 3 0 0 VEH NB, LOST CTRL, OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553744 3265 2 BOWDEN 2 3 S K HWY 587 8/10/2011 0.2 3 2 5 47 61 2 22 10 13.04 2 2 0 0 VEH SB, PASSING SEMI IN VERY HEAVY RAIN, LOST CTRL, ENTERED DITCH, SS CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z757542 3237 2 BOWDEN 2 2 S K BOWDEN SOUTH OF GAS STN 3/26/2011 7.3 3 2 9 47 61 2 22 10 12.407 0 0 V1 SLID ON ICE TO LT STRIKING WIRE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535169 3265 2 BOWDEN 2 4.5 S K HWY 587 5/7/2011 18.4 3 2 9 47 61 2 22 10 12.345 3 2 0 0 V1 OFF RD LT, INTO GRDRL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535168 3265 2 BOWDEN 2 5 S K HWY 587 5/7/2011 18.4 3 2 9 47 61 2 22 10 12.048 3 2 0 0 VEH OFF RD LT, INTO CTR GUARD WIRE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535684 3265 2 BOWDEN 2 5 S K HWY 587 5/7/2011 18.4 3 2 1 47 61 2 22 10 11.038 3 3 0 0 V1 NB, 60 KPH IN SUDDEN HEAVY HAIL STORM, HYDROPLANED OFF RD LT INTO CTR MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553702 3265 2 OLDS 2 NETOOK RD 1/1/2011 23.01 3 2 5 47 61 2 22 10 9.82 4 3 0 0 SB V1 LOST CTRL & STRUCK CENTER MEDIAN DITCH & STRUCK CENTER CABLE BARRIER.After 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2011 Z743098 3265 2 BOWDEN 2 5 S K BOWDEN 7/24/2011 2 3 2 5 47 61 2 22 10 9.613 0 0 V1 SB, DRI CUT OFF BY SEMI, FORCED HIM INTO CABLE BARRIER.After 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2011 2558035 3265 2 OLDS 2 3 S K NETOOK ROAD 12/2/2011 13.5 3 2 1 47 61 2 22 10 9.545 6 3 0 0 V1 NB, HIT BRAKES, SLID, LOST CTRL INTO CTR MEDIAN.After 6:1 ≤ 9.0 m Ditch 6:1, ≤ 9.0 m, Ditch

2011 Z723033 3265 2 OLDS 2 1 S K NETOOK RD 3/27/2011 19.45 3 2 1 47 61 2 22 10 8.783 0 0 NB V1 APPLIED BRAKES, LOST CTRL GOING INTO MEDIAN & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z746105 3265 2 OLDS 2 8 N K OLDS OVERPASS 2/2/2011 7.4 3 2 1 47 61 2 22 10 8 0 0 NB V1 HIT PATCH OF ICE, LOST CTRL & SLID INTO DITCH ON WEST SIDE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2553727 3265 2 BOWDEN 2 HALFWAY BETWEEN BOWDEN & OLDS 2/26/2011 12.2 3 2 5 47 61 2 22 10 7.362 6 3 0 0 SB V1 WAS PUSHED BY WIND GUST INTO CENTER MERIDIAN WHERE SHE STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 1954480 3265 2 OLDS 2 1 N K WINBORNE RD 1/1/2011 10 3 2 1 28 61 2 22 10 7.181 1 3 0 0 NB V1 LOST CTRL & STRUCK MEDIAN WIRE RAIL GUARD.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 1732435 3265 2 OLDS 2 4 N M TWP RD 334 6/11/2011 16.07 3 2 1 47 61 2 22 10 6.949 1 1 0 0 NB V1 RAN OFF RD LT & STRUCK BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535739 3265 2 OLDS 2 TWP RD 334 NETOOK/WINBORNE RD 12/11/2011 14.15 3 2 1 47 61 2 22 10 6.794 4 3 0 0 V1 NB, LOST CTRL, SPUN INTO CTR MEDIAN, STRUCK RD SIGN, AGAINST CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2587747 3265 2 BOWDEN 2 8 S K BOWDEN 11/9/2011 17.15 3 2 1 47 61 2 22 10 6.645 1 1 0 0 NB V1 DRI FELL ASLEEP & STRUCK THE MEDIAN GUARD RAIL.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2553803 3265 2 OLDS 2 1 S K WIMBORNE RD 1/1/2011 9.18 3 2 1 47 41 2 22 10 5.535 1 3 0 0 NB V1 LOST CTRL AFTER TIRE DUG INTO SNOWBANK & WENT INTO DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2558034 3265 2 OLDS 2 5 N K HWY 27 12/2/2011 16.3 3 2 5 47 61 2 22 10 4.997 1 3 0 0 TRUCK PULLING CAR HAULER, DRIVING TOO FAST FOR ICE CONDITIONS, LANDED IN CTR MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2645673 3265 2 OLDS 2 NEAR 12/2/2011 9 3 2 9 47 41 2 22 10 4.655 6 3 0 0 N/A. After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535734 3265 2 BOWDEN 2 10 S K BOWDEN NB LANES 12/12/2011 5.3 3 2 1 47 61 2 22 10 4.646 5 3 0 0 VEH NB, HIT BLACK ICE, OFF RD LT, INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z685105 3237 2 BOWDEN 2 10 S K BOWDEN 3/22/2011 15 3 2 1 47 41 2 22 10 4.644 0 0 NB V1 WHEEL CAUGHT SHOULDER OF HWY, STEERED INTO THE SKID DUE TO ICE ON SHOULDER & WENT INTO DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z768189 3265 2 BOWDEN 2 10 S K BOWDEN 12/2/2011 8.15 3 2 9 47 41 2 22 10 4.643 0 0 V1 LOST CTRL & WENT INTO MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z622770 3237 2 OLDS 2 4 N K HWY 27 4/1/2011 23.28 3 2 5 47 61 2 22 10 4 0 0 SB V1 STRUCK BLOCK OF WOOD ON HWY, LOST CTRL & STRUCK GUARD RAIL.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2485457 3265 2 OLDS 2 4 N K OLDS 1/1/2011 9 3 2 1 47 61 2 22 10 4 6 3 0 0 NB V1 LOST CTRL & STRUCK WIRE IN MEDIAN.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 Z743085 3216 2 CARSTAIR 2 39 N K CROSSFIELD 6/1/2011 17.59 3 2 1 47 61 2 22 10 3.429 0 0 NB V1 HYDROPLANED INTO CABLE BARRIER FENCE.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2549918 3216 2 DIDSBURY 2 50 S K RED DEER SOUTHBOUND HWY 2 2/26/2011 15 3 2 5 47 61 2 22 10 2.666 4 3 0 0 SB V1 LOST CTRL, SPUN AROUND & ENTERED MEDIAN STRIKING THE CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 1518366 3265 2 OLDS 2 2.3 S K HWY 27 1/29/2011 9.08 3 2 1 47 71 2 22 10 2.295 1 3 0 0 SB V1 LOST CTRL, OFF RD LT, SPUN INTO MEDIAN & ROLLED.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535723 3265 2 OLDS 2 1 S K TWP RD 332 NETOOK RD NB 12/2/2011 15.5 3 2 1 47 61 2 22 10 2.29 1 3 0 0 VEH NB, LOST CTRL, STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2535737 3265 2 OLDS 2 2 N K HWY 27 12/11/2011 13.45 3 2 5 47 61 2 22 10 2 4 3 0 0 V1 SB, LOST CTRL, SPUN INTO CTR MEDIAN, ROLLED INTO CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2557998 3265 2 OLDS 2 2 N K HWY 27 12/10/2011 6.45 3 2 5 47 61 2 22 10 2 1 3 0 0 SB V1 STRUCK CENTRE DIVIDER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 1732433 3265 2 OLDS 2 2 N K HWY 27 12/2/2011 9.5 3 2 1 47 41 2 22 10 2 1 3 0 0 V1 NB, LOST CTRL, OFF RD LT.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2344723 3265 2 OLDS 2 2 N K HWY 27 NB LANES 8/11/2011 11.3 3 2 1 47 61 2 22 10 2 1 1 0 0 V1 NB, RAN OFF RD LT, STRUCK CABLE BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2519320 3265 2 OLDS 2 2 S K HWY 27 HEADING N ON HWY #2 30 KM PAST AIRPORT TURNOFF 2/26/2011 14.3 3 2 1 47 61 2 22 10 2 4 3 0 0 NB V1 STRUCK CENTER MEDIAN TWICE THEN CROSSED NB LANES COMING TO STOP ON RT SHOULDER, PARTIALLY IN EAST DITCH.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2233259 3265 2 OLDS 2 2 N K HWY 27 4/14/2011 5.45 3 2 5 47 61 2 22 10 1.998 4 3 0 0 V1 SB, SPUN AROUND INTO EB DITCH AGAINST BARRIER CABLES FACING NB.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2558306 3265 2 OLDS 2 2 N K HWY 27 7/7/2011 11.55 3 2 5 47 61 2 22 10 1.997 1 1 0 0 V1 SB, SEMI TRACTOR-TRAILER UNIT STARTED TO CHANGE LANES INTO WHERE V1 WAS, FORCED V1 INTO MEDIAN & BARRIER.After 5:1 > 9.0 m Ditch 5:1, > 9.0 m, Ditch

2011 2557937 3265 2 OLDS 2 1.6 N K OLDS OVERPASS 9/18/2011 14.2 3 2 5 1 47 47 61 2 22 10 1.6 1 1 0 0 SB V1 ATTEMPTED TO AVOID DEBRIS ON RD & LOST CTRL, STRUCK CABLE FENCE & DEBRIS FROM V1 STRUCK V2 GOING NB.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z746168 3272 2 OLDS 2 1 N K HWY 27 1 KM N OF OLDS OVERPASS SB LANES OF HWY 2 7/16/2011 8.1 3 2 5 47 61 2 22 10 1 0 0 SB V1 DRIFTED INTO THE HIGH TENSION GUARD RAIL.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2345542 3265 2 OLDS 2 0.5 N K HWY 27 1/29/2011 7.4 3 2 5 47 61 2 22 5 0.5 4 3 0 0 SB V1 RAN OFF RD LT INTO CENTER MEDIAN CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2535391 3265 2 OLDS 2 5 N M HWY 27 1/2/2011 11.15 3 2 1 47 61 2 22 5 0.5 1 3 0 0 NB V1 LOST CTRL, SPUN & STRUCK CENTER MEDIAN CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 Z723085 3265 2 OLDS 2 5 N M HWY 27 NORTHBOUND LANES 1/28/2011 15 3 2 1 47 61 2 22 5 0.496 0 0 NB V1 STARTED SLIDING & STRUCK THE CENTER DITCH & FENCE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2553733 3265 2 OLDS 2 150 N M HWY 27 NB 2/19/2011 12.3 3 2 1 47 61 2 22 5 0.187 1 1 0 0 V1 NB TOWING UNLOADED CAR HAULER TRAILER, RECEIVER PIN FELL OUT & VEHICLES SEPARATED & TRAILER BROKE FREE SKIDDING ACROSS HWY & STRUCK GUARD RAIL, V3 & V4 SLOWING BUT V4 RE V3.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2233350 3272 2 OLDS 2 27 OFF RAMP ONTO HWY 27 5/20/2011 7.5 3 2 2 97 51 2 22 5 0.12 1 1 0 0 V1 EXITING HWY NB ONTO OFF RAMP TO GO WB, HALF WAY UP RAMP VEH LOAD SHIFTED CAUSING VEH TO ROLL OVER ONTO DRI SIDE.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2357888 3265 2 OLDS 2 27 EXIT RAMP LEAVING HWY 2 NORTH ONTO HWY 27 WEST 2/10/2011 14 3 2 4 97 61 2 22 5 0.114 1 1 0 0 V1 LEAVING NB TO GO WB, SWERVED & TOUCHED GUARD RAIL.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2557997 3265 2 OLDS 2 5 N M HWY 27 12/11/2011 14 3 2 1 47 61 2 22 5 0.05 4 3 0 0 V1 NB, LT RD, STRUCK CTR DIVIDER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2011 2557757 3265 2 OLDS 2 27 5/22/2011 5.15 3 2 1 47 61 2 22 5 0.02 1 1 0 0 NB V1 STRUCK CABLE BARRIER.After 5:1 ≤ 9.0 m Ditch 5:1, ≤ 9.0 m, Ditch

2005 1615362 3293 2 RED DEER 2 11 EASTBOUND 67 ST OVERPASS AT HWY 2 (HWY 11) 2/10/2005 10.18 3 2 2 47 71 2 24 45 32.991 1 3 0 0 V1 EB LOST CTRL, STRUCK GRDRL, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1483092 3293 2 RED DEER 2 NB LANES 300 METERS SOUTH 67 ST EAST EXIT FOR RED DEER 1/6/2005 16.2 3 2 1 47 61 2 24 45 32.694 97 97 0 0 VEH1 NB, LOST CTRL, ROR CENTER MEDIAN, STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1504397 3293 2 RED DEER 2 APPROX 2 KMS SOUTH OF 67 STREET OVERPASS 4/6/2005 4 3 2 1 47 51 2 24 40 31.251 1 1 0 0 V1 NB IN FAST LANE, LOST CTRL OF REAR TRAILER, ENTERED CENTER MEDIAN, WENT ONTOSB SHOULDER, TRAILER OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 Z514355 3293 2 RED DEER 2 NEAR RED DEER RIVER (JUST N OF BRIDGE) N LANE 2/3/2005 4.45 3 2 1 47 41 2 24 40 31.078 0 0 VEH1 NB, LOST CTRL, RORL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 Z505651 3293 2 RED DEER 2 1 N K 32 STREET 1/6/2005 18 3 2 5 47 61 2 24 40 29.354 0 0 V1 SB LOST CTRL ON BLACK ICE, ENTERED HWY DIVIDER SECTION, STRUCK METAL BARRIER.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1483097 3293 2 RED DEER 2 NORTHBOUND LANES N OF 32 ST OVERPASS 1/17/2005 21.45 3 2 8 47 51 2 24 35 28.78 2 3 0 0 V1 NB CHANGED LANES FROM O/L TO I/L, LOST CTRL ON ICE, ENTERED MEDIAN, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1482635 3293 2 RED DEER 2 002A NORTHBOUND LANES HWY 2 ON BRIDGE DECK OVER HWY 2A SOUTH END3/16/2005 17.05 3 2 8 47 61 2 24 25 26.282 97 97 0 0 V1 NB, LOST CTRL ON ICY BRIDGE DECK, STRUCK WEST GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1482634 3293 2 RED DEER 2 002A NORTHBOUND LANES BRIDGE DECK FOR HWY 2 OVER HWY 2A SOUTH END3/16/2005 16.58 3 9 8 47 61 2 24 25 26.035 97 97 0 0 V1 NB LOST CTRL ON ICY BRIDGE DECK, STRUCK WEST GRDRL, STRUCK EAST GRDRL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1314471 3293 2 RED DEER 2 002A ON BRIDGE DECK 11/16/2005 10.55 3 2 1 47 61 2 24 25 26.034 2 3 0 0 V1 NB, LOST CONTROL ON BLACK ICE, STRUCK GUARD RAIL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1733336 3293 2 RED DEER 2 595 ON OVERPASS OVER HWY 595 NB 12/31/2005 10.47 3 2 8 47 61 2 24 25 25.337 5 3 0 0 V1 NB, SLID SIDEWAYS ON ICY RD, STRUCK GUARD RAIL, ENTERED MEDIAN.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1581033 3293 2 RED DEER 2 002A NORTH END OF GASOLINE ALLEY SOUTHBOUND-@ THE SW-94 2/4/2005 11 3 2 5 47 61 2 24 25 24.754 4 3 0 0 VEH1 LOST CTRL, STRUCK GRDRL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 Z528654 3293 2 RED DEER 2 SE 92 GASOLINE ALLEY 1/8/2005 11 3 2 1 97 61 2 24 22 22.258 0 0 VEH1 NB, STRUCK TRAFFIC CONTROL DEVICE.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1314466 3293 2 RED DEER 2 MACKENZIE RD SB ON RAMP 9/23/2005 15.5 3 2 3 22 61 2 24 22 22.236 1 1 0 0 V1 EB PREPARING FOR RT TURN TO SB ONRAMP, V1 STRUCK CURB, V1 STRUCK SIGN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1557076 3293 2 RED DEER 2 1.5 S K MCKENZIE RD 12/21/2005 6.4 3 2 1 47 51 2 24 22 21.076 98 98 0 0 V1 NB LOST CONTROL ON BLACK ICE, ENTERED CENTER MEDIAN, ROLLED, BACK UPRIGHT, DROVE ACROSS NB LANES AND ENTERED E DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1649134 3237 2 PENHOLD 2 2 N K HWY 42 3/22/2005 21.21 3 2 5 47 61 2 24 20 17.921 3 3 0 0 V1 HIT ICE PATCH, STRUCK EAST GRDRL, CROSSED TRAFFIC, STOPPED ON WEST SIDE.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1504467 3293 2 RED DEER 2 1 N K HWY 42 1/11/2005 19.18 3 2 1 47 61 2 24 20 17.028 6 3 0 0 VEH1 NB, LOST CTRL, RORL.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1504464 3293 2 RED DEER 2 1.1 N K HWY 42 1/4/2005 18.43 3 2 1 47 51 2 24 20 16.793 4 3 0 0 V1 NB LOST CTRL, ENTERED MEDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1649194 3237 2 PENHOLD 2 1 S K HWY 42 11/25/2005 3.2 3 2 1 47 51 2 24 15 15.265 1 1 0 0 V1 NB, TIRE BLEW, LOST CONTROL, ENTERED CENTER MEDIAN, DUG INTO GRASS, ROLLED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2005 1649326 3237 2 PENHOLD 2 2 S K HWY 42 OVERPASS 1/28/2005 23.28 3 2 1 47 51 2 24 10 13.693 3 3 0 0 V1 NB LOST CTRL ON ICE, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1675331 3237 2 INNISFAI 2 2 N K ANTLER HILL S/B 3/16/2005 19.15 3 2 6 47 41 2 24 10 10.219 1 3 0 0 V1 SB HIT ICY PATCH, ENTERED MEDIAN DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2005 1648860 3237 2 INNISFAI 2 1 N K INNISFAIL 11/21/2005 23.4 3 2 2 47 41 2 24 10 1.066 1 1 0 0 V1 NB, DRI FELL ASLEEP, V1 ENTERED CENTER MEDIAN, DRI CORRECTED BACK INTO FAST LANE, V1 LOST LOAD AS IT CAME OUT OF DITCH.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2006 1732926 3293 2 RED DEER 2 @ EXIT 405 OFF #2 HWY WB EXIT FOR SYLVAN LAKE 9/2/2006 16.3 3 2 2 47 61 2 24 55 36.237 1 1 0 0 V1 NB STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1557117 3293 2 RED DEER 2 NB LANES 250 M S OF EXIT 401 (67 ST FOR RED DEER) 2/28/2006 15.45 3 2 1 47 61 2 24 45 33.047 4 3 0 0 V1 NB STRUCK GUARDRAIL, LOST CONTROL, ENTERED CENTRE MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1748155 3293 2 RED DEER 2 11 UNDER 67 ST OVERPASS S/B 2/22/2006 15 3 2 5 47 61 2 24 45 33.005 1 3 0 0 V1 SB I/S LANE, APPROACHED COLLISION AND BACKED UP TRAFFIC,TO AVOID COLLISION RORL AND STRUCK GUARDRAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1733410 3293 2 RED DEER 2 1.5 S K 67 ST RED DEER RIVER BRIDGE 10/17/2006 3 7 8 8 47 47 97 2 24 40 31.554 4 3 0 0 V1 ENTERED DITCH, V2 ENTERED DITCH, V2 STRUCK V1.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 Z560510 3293 2 RED DEER 2 2 S K HIGHWAY 11 3/11/2006 8 3 2 8 47 61 2 24 40 31.076 0 0 V1 NB, HIT BLACK ICE, SLID AND STRUCK GUARDRAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1733411 3293 2 RED DEER 2 1.5 S K 67 ST RED DEER RIVER BRIDGE 10/17/2006 3 2 8 47 61 2 24 40 30.976 4 3 0 0 V1 NB LOST CTRL, RORL, STRUCK GRDL IN CENTRE MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1905153 3293 2 RED DEER 2 RED DEER RIVER BRIDGE DECK 11/5/2006 20.4 3 2 8 47 61 2 24 40 30.793 4 3 0 0 SEVERAL VEHS INVOVLED IN MVC, V1 ENTERED MEDIAN TO AVOID COLLISION.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 Z488196 3293 2 RED DEER 2 3.21 S K HWY 11 RED DEER RIVER ON BRIDGE 10/17/2006 5.3 3 2 4 47 61 2 24 40 30.757 0 0 V1 SB LOST CTRL, STRUCK EAST BRIDGE RAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1758671 3293 2 RED DEER 2 MEDIAN AT RED DEER RIVER 11/5/2006 20.4 3 7 8 8 47 47 97 2 24 40 30.702 4 3 0 0 V1 AND V2 NB, BOTH VEHS ATTEMPTING TO AVOID MAJOR MVC, ENTERED MEDIAN, COLLISION.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1553388 3293 2 RED DEER 2 RED DEER RIVER BRIDGE 11/13/2006 9.54 3 2 8 47 61 2 24 40 30.655 4 3 0 0 V1 LOST CTRL, STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1905163 3293 2 RED DEER 2 RED DEER RIVER BRIDGE 11/5/2006 20.4 3 6 4 8 47 47 34 2 24 40 30.641 4 3 0 0 V1 SB, V2 NB ENTERED MEDIAN, STRUCK V2, V1 AND V2 ENTERED MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1826452 3293 2 RED DEER 2 500 S M RED DEER RIVER APPOSITE SPORTS HALL OF FAME 11/30/2006 8.25 3 2 8 47 61 2 24 40 30.352 1 3 0 0 V1 NB BRAKED, SKIDDED, ROR, STRUCK SIGN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1639732 3293 2 RED DEER 2 2 N K 32 ST OVERPASS 2/22/2006 10.3 3 2 4 28 41 2 24 40 30.154 4 3 0 0 V1 SB I/L, CHANGED LANES TO O/L, LOST CONTROL, ENTERED CENTRE MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1733349 3293 2 RED DEER 2 32 ND ST OVERPASS 1/13/2006 18.45 3 2 8 47 41 2 24 35 28.703 1 2 0 0 V1 NB, V2 AND V3 MERGING, V2 CUT INFRONT OF V1, V3 PASSED V2 ON R, V1 FORCED TOPULL TO THE L AND ENTERED DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1905276 3293 2 RED DEER 2 300 S M HWY 19 OVERPASS OF HWY 2 SB LANES GASOLINE ALLEY OPPOSITE WOODY'S RV @ NORTH END12/27/2006 9.25 3 2 4 47 61 2 24 30 27.049 4 3 0 0 V1 SB LOST CTRL, STRUCK LT GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1784811 3293 2 RED DEER 2 NR 19TH ST OVERPASS GASOLINE ALLEY 2/28/2006 17.3 3 2 8 47 61 2 24 25 26.067 4 3 0 0 V1 NB, LOST CONTROL ON ICY, STRUCK GUARD RAIL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1814404 3312 2 RED DEER 2 19 ST OVERPASS 7/7/2006 19.15 3 2 4 22 61 2 24 25 25.526 1 1 0 0 V1 SB, TURNING, OVER SHOT TURN AND STRUCK LIGHT POLE, V1 ENETERED SWAMP.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1732940 3293 2 RED DEER 2 002A OFF RAMP-SOUTHBOUND 8/24/2006 6.3 3 2 6 97 61 2 24 25 25.475 1 1 0 0 V1 SB LOST CONTROL ON TURN, RORR.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1940673 3293 2 RED DEER 2 002A ON ACCESS ROAD TO HWY 2 NEAR WORD OF LIFE CHURCH-100 MTRE N11/19/2006 16 3 2 3 97 41 2 24 25 25.415 1 3 0 0 V1 SB SLID, ENTERED DITCH.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1785794 3293 2 RED DEER 2 NB ON OVERPASS @ 2A HWY 10/17/2006 1.3 3 2 8 47 71 2 24 25 25.295 1 3 0 0 V1 NB LOST CTRL, RORR, STRUCK GRDRL, OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1748152 3293 2 RED DEER 2 GAETZ AVE FLYOVER N/B UNDER GAETZ AVE FLYOVER N/B 2/20/2006 10 3 2 8 47 61 2 24 25 25.26 4 3 0 0 V1 NB, LOST CONTROL ON ICE, RORL AND ROLLED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1446932 3312 2 RED DEER 2 500 S M GAETZ AVE 2/21/2006 11.15 3 2 5 47 61 2 24 24 24.653 1 4 0 0 V1 SB, LOST CONTROL ON ICY RD, STRUCK GUARD RAIL AND ONTO MEDIAN.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2006 1732845 3293 2 RED DEER 2 EAST SIDE OF MCKENZIE O/P AT HWY 2 GASOLINE ALLEY 8/9/2006 13.18 3 2 7 24 61 2 24 22 22.294 1 1 0 0 V1 NB, V2 EB, V1 STOPPED FOR SS, V1 PROCEEDED, V2 ATTEMPTED TO AVOID V1 & ENTERED MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1748207 3293 2 RED DEER 2 4.82 S K RED DEER NORTHBOUND LANE 3/21/2006 8.1 3 2 1 47 51 2 24 20 19.353 6 3 0 0 V1 NB HIT BLOCK OF ICE, LOST CONTROL, ROLLED OVER IN MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1747918 3293 2 RED DEER 2 3 S K RED DEER 6/1/2006 7.15 3 2 1 47 51 2 24 20 19.257 1 1 0 0 V1 NB, SLOWING FOR POLICE CAR, TRAFFIC MOVING TO O/L, V1 PUT ON SIDE AND ENTERED DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1720543 3237 2 INNISFAI 2 1.5 S K HWY 42 11/8/2006 15 3 2 1 47 51 2 24 10 14.182 4 3 0 0 V1 NB LOST CTRL, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1504247 3237 2 PENHOLD 2 2 S K PENHOLD OVERPASS 12/29/2006 10.27 3 2 1 47 51 2 24 10 13.705 6 3 0 0 V1 NB LOST CTRL, RORL, CROSSED MEDIAN, OT ONTO SIDE, RESTED IN SB LANES.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 Z560473 3237 2 INNISFAI 2 1 S K TWP RD 364 QUEEN ELIZABETH HWY 2/20/2006 10.3 3 2 6 47 61 2 24 10 11.259 0 0 V1 NB LOST CONTROL ON ICE, ENTERED DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1732974 3244 2 PENHOLD 2 6 S K HWY 42 OVERPASS 12/28/2006 7.16 3 2 6 28 51 2 24 10 9.885 1 3 0 0 V1 SB PASSED TRT, CHANGED LNAES, LOST CTRL, OT 3-4 TIMES.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870420 3237 2 INNISFAI 2 8 N K INNISFAIL 12/27/2006 9.15 3 2 6 47 51 2 24 10 7.915 4 3 0 0 V1 SB ACCELERATED TO CLIMB GRADE, LOST CTRL, ENTERED MEDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1747853 3237 2 INNISFAI 2 2.8 N K TWP RD 360 S/B LANES 2/27/2006 10.2 3 9 5 47 61 2 24 10 6.979 4 3 0 0 V1 SB, LOST CONTROL, RORR, STRUCK GUARD RAIL.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1870280 4705 2 INNISFAI 2 3 N K INNISFAIL 11/6/2006 16 3 2 2 47 41 2 24 10 3 4 3 0 0 V1 NB LOST CTRL, CROSSED MERIDIAN, CROSSED SB LANES, ENTERED DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1648932 3237 2 INNISFAI 2 3 N K INNISFAIL SB 1/10/2006 13.4 3 2 5 47 41 2 24 10 2.983 3 3 0 0 V1 SB, LOST CONTROL, CROSSED MEDIAN, ENTERED DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1786064 3237 2 INNISFAI 2 3 N K INNISFAIL 6/9/2006 11.3 3 2 2 47 61 2 24 10 2.177 1 1 0 0 V1 NB, DRI FELL ASLEEP, RORL, STRUCK TRAFFIC SIGN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2006 1748100 3237 2 INNISFAI 2 2 N K INNISFAIL N/B LANES 2/20/2006 10.15 3 2 2 47 51 2 24 10 2.004 4 3 0 0 V1 NB LOST CONTROL ON BLACK ICE, CROSSED MEDIAN, ENTERED DITCH, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1747880 3293 2 RED DEER 2 011A 100 S M SB LANES 5/19/2007 21.04 3 2 3 97 51 2 24 55 36.164 1 1 0 0 V1 EB EXITED ON RAMP HEADING SB, ENTERED DITCH AND ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1732337 3293 1 RED DEER 2 3 S K OF 11A S/B 11/9/2007 22.47 3 10 5 1 47 48 11 2 24 45 33.37 1 1 0 0 V1 S ON HWY, THE VEH SWERVED FROM INFRONT OF HIM TO AVOID HO COLLISIONG WITH V2, V1 DIDNT SEE SMALL CAR TURNED & CAUSING VEH TO OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1503671 3293 2 RED DEER 2 67ST 1/14/2007 18.43 3 2 3 20 51 2 24 45 33.059 1 3 0 0 VEH EXITING HWY, ACFCELERATED HIT ICE LOST CONTROL, AND ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 Z605523 3293 2 RED DEER 2 67 ST OVERPASS ON OVERPASS HEADED SOUTH 2/11/2007 5.3 3 2 2 97 61 2 24 45 32.824 0 0 V1 ON OVER PASS LOST CONTROL ON ICE & HIT A GURAD RAIL LOST CONTROL ON LEFT SIDE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 Z529697 3293 2 RED DEER 2 0.5 S K 67TH STREET OVERPASS 9/4/2007 15.3 3 2 5 47 51 2 24 45 32.695 0 0 V1 PULLING V2 SB, TRT BLEW OUT TIRE, LOST CONTROL AND ROLL OFF ROAD LEFT INTO THE CENTER MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 Z592815 3293 2 RED DEER 2 67 ST 12/31/2007 11 3 2 2 47 61 2 24 40 31.935 0 0 V1 LOST CTRL, & STRUCK GUARD RAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1826326 3293 2 RED DEER 2 2 S K 67 ST HWY 11 2/8/2007 21.51 3 2 2 47 61 2 24 40 31.818 4 3 0 0 V1 NB RORL AND STRUCK POST.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders



2007 1952800 3293 2 RED DEER 2 1/2 WAY B/N THE BRIDGE & 67TH OVERPASS 1/13/2007 11 3 2 6 24 41 2 24 40 31.812 4 3 0 0 V1 SB, UK VEH INFRONT OF V1 SLAMMED ON BRAKES, V1 TRIED TO SWERVE & GET AROUND VEH BUT DUE TO ICY RD DID A COUPLE OF 360 & ENDED UP IN MERIDIAN, BESIDE ANOTHER VEH THAT HAD STRUCK THE DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1870354 4705 2 RED DEER 2 1 S K 67 ST SOUTHBOUND LANES 3/20/2007 9.33 3 9 4 47 61 2 24 40 30.768 4 3 0 0 V1 SB LT LANE, LOST CONTROL ON ICY RD ON BRIDGE DECK, RORR, STRUCK GUARD RAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 Z605452 3293 2 RED DEER 2 NEAR SPORTS HALL OF FAME 4/6/2007 1.3 3 9 4 47 51 2 24 40 30.26 0 0 V1 SB, VEH DRIFTED TO THE LT SIDE OFF PAVEMNT LOST CONTROL, OVER STEERED SHOT OVER INTO RT SIDE OF HWY & ROLLED OVER.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1733251 3293 2 RED DEER 2 1.2 N K 32 ST 3/1/2007 6.34 3 2 8 47 51 2 24 40 29.443 4 3 0 0 VEH TRAVELING NB, ICY ROADS, LOST CONTROL, ENTERED THE MEDIAN , OT CAR TO REST IN SB LANE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 2039257 3293 2 RED DEER 2 32 ST 32 ST RAMP N/B QEII STRUCK GUARD-RAIL 9/18/2007 6.45 3 2 8 97 61 2 24 35 28.412 1 99 0 0 V1 NB LOST CONTROL HIT GUARD RAIL .Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1732788 3293 2 RED DEER 2 19 ST OVERPASS 10/5/2007 6.16 3 2 4 47 51 2 24 25 25.795 1 3 0 0 VEH SB AT THE JCT VERY SLIPEPRY LOST CONTROL ON BRIDGE DECK ROR VEH CAUGHT IN DITCH AND ROLLED OVER.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 Z591291 3293 2 RED DEER 2 0.5 S K OF 19TH ST 1/13/2007 10 3 2 8 47 51 2 24 25 25.524 0 0 V1 HEADED NB, V1 PULLED TO THE LT HAND LANE AND SLID INTO THE MERIDIAN CAUSING VEH TO SPIN AND FLIP ONTO ROOF.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1870189 3293 2 RED DEER 2 UNDERNEATH GAETZ AVE FLYOVER 12/20/2007 18.5 3 2 8 47 61 2 24 25 25.215 6 3 0 0 V1 NB IN RT LANE, MOVED TO LT TO PASS ANOTHER VEH, LOST CTRL, SPUN INTO CENTER MEDIAN, CLIPPED END OF GUARD RAIL, BEFORE IT STRUCK LIGHT STANDARD, CAME TO REST ON EMBANKMENT UNDER BRIDGE.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1869997 3293 2 RED DEER 2 OVERPASS RED DEER NB LANES INTERCHANGE RD-EDMONTON 7/18/2007 8 3 2 8 47 41 2 24 25 25.194 2 2 0 0 V1 NB LOST CONTROL ON CURVE AND RORL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 Z523488 3293 2 RED DEER 2 0.5 N K GASOLINE ALLEY ACCOSS FROM RV WORLD 4/2/2007 17 3 2 1 47 61 2 24 24 24.654 0 0 D1 NB, LOST CONTROL DUE TO ROAD , SLID LT AND HIT A POST THEN THE GUARDRAIL AND A SIGN.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1872076 3312 2 RED DEER 2 GASLINE ALLEY 2/11/2007 5.18 3 2 9 47 41 2 24 22 22.919 4 3 0 0 N/A Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1905298 3293 2 RED DEER 2 1 S K HWY 2A OVERPASS 1/14/2007 11 3 2 5 47 51 2 24 22 22.417 4 3 0 0 V1 SB LOST CONTROL ON ICE, ENTERED WEST DITCH & ROLLED OVER.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1720539 3293 2 RED DEER 2 0.5 S K MACKENZIE ROAD 0.5 KM S OF GASOLINE ALLEY 2/1/2007 8 3 2 1 47 51 2 24 22 21.904 1 3 0 0 V1 NB, LOST CONTROL ON ICY ROAD, ROLLED OVER.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1870357 3293 2 RED DEER 2 1 S K MCKENZIE OVERPASS FRONT OF PENTAGON FARM SUPPLY NORTHBOUND LANE 2/22/2007 19.01 3 2 2 47 51 2 24 22 21.285 4 3 0 0 V1 NB R/L, LOST CONTROL ICY ROAD, ROLLED IN MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1875425 3293 2 RED DEER 2 1 S K MACKENZIE RD OVERPASS N/BOUND 2/6/2007 22 3 2 1 47 41 2 24 22 21.09 4 3 0 0 VEH NB IN L/L, LOST CONTROL ICY ROAD, RORL INTO MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1921241 3293 2 RED DEER 2 0.5 S K MCKENZIE O/P 2/9/2007 7.5 3 2 1 47 51 2 24 20 20.888 4 3 0 0 V1 NB LOST CONTROL ON ICY PATCH ROR.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1875424 3293 2 RED DEER 2 MACKENZIE RD 1.5 S K RED DEER ARB TO CURVE 2/7/2007 20 3 2 5 24 51 2 24 20 20.811 4 3 0 0 D1 SB UK CUT OFF OR SWERVE IN FRONT OF V1, D1 CAUGHT EDGE IN MEDIAN AND FLIPPED V1.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1557095 3293 2 RED DEER 2 1.5 S K MCKENZIE ROAD 2/9/2007 8.4 3 2 1 47 51 2 24 20 19.767 1 3 0 0 V1 NB TRT BEGAN TO FISHTALE, UNABLE TO MAINTAIN CONTROL, SPUN OUT INTO CENTER MEDIAN, TRUCK ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1733254 3293 2 RED DEER 2 2.5 S K RED DEER GAS ALLEY NEAR TWP RD 370 2/12/2007 9.06 3 2 1 47 51 2 24 20 16.76 3 3 0 0 VEH NB HIT BRAKES LOST CONTROL, SPUN 2 X 360, ENTERED MEDIAN , OT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1504543 3293 2 RED DEER 2 KM NORTH OF HWY 42 3/1/2007 6.45 3 10 1 5 47 47 11 2 24 20 16.688 4 3 0 0 V1 TRAVELING NB, HIT SOME ICE, LOST CONTROL STRUCK MEDIAN, SPUN UP ONTO SB LANE, V2 COLLIDING WITH V1.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1870160 3293 2 PENHOLD 2 NORTH BOUND 600 M NORTH HWY 42 11/15/2007 0.15 3 2 5 47 51 2 24 15 16.271 1 3 0 0 VEH OT, SB, VEH SLID ON ICY RD.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1870147 3237 2 INNISFAI 2 500 S M HWY 42 11/28/2007 6.3 3 2 5 47 51 2 24 15 15.178 4 3 0 0 V1 SB SWERVES TO AVOID DOG AND LOST CONTROL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2007 1557099 3237 2 INNISFAI 2 300 S M TWP RD 364 N END FLATS 2/26/2007 8.2 3 2 6 47 41 2 24 10 11.951 98 3 0 0 V1 PULLING TRT SB, JUST AFTER CORNER, HIT BLACK ICE, LOST CONTROL JK THRU MEDIAN INTO NB LANES, JUST MISSED BY SEMI UNIT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1870592 3237 2 INNISFAI 2 0.4 S K HWY 42 S/B LANES 8/19/2007 13.15 3 2 6 47 51 2 24 10 11.673 1 1 0 0 SB HWY PULLING A TRT GOT FLAT TIRE, V1 LOST CONTROL TRT FLIPPED TO ITS SIDE BREAKING OFF HITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 Z529648 3237 2 INNISFAI 2 7 N K INNISFAIL SOUTHBOUND LANES NEAR OLD POLE ROAD- ANTLER HILL 12/26/2007 18.3 3 2 6 47 41 2 24 10 6.999 0 0 VEH SB WHEN DRIVER LOST COTNROL DUE TO ICY CONDITIONS VEH CROSSED L/L ENDED UP IN MEDIAN FACING NB.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 Z529666 3237 2 INNISFAI 2 4 N K INNISFAIL 12/9/2007 20.35 3 2 2 47 51 2 24 10 4.891 0 0 V1 NB, V1 IN THE L/L GOING UP HILL WHEN THE DRIVER LOST CONTROL DUE TO ROADS, SORL INTO CENTRE MEDIAN SLID ACROSS SB LANES ROLLED ON TO ROOF.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 2075000 3237 2 INNISFAI 2 4 N K INNISFAIL NORTHBOUND LANES/MEDIAN 11/20/2007 19.55 3 2 2 47 51 2 24 10 4 1 3 0 0 V1 NB ON HWY, RD CONDS VERY ICY, V1 GOING UPHILL, LOST CTRL, DROVE OFF RD LT, INTO MEDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 Z599300 3237 2 INNISFAI 2 3 N K INNISFAIL 1/13/2007 9 3 2 2 47 41 2 24 10 3.002 0 0 V1 NB, LOST CONTROL ON BLACK ICE, PULLING HORSE TRT, WENT INTO MEDIAN - THEN INTO SB LANES, BACK INTO MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 Z448976 3237 2 INNISFAI 2 3 N K INNISFAIL 1/20/2007 9.3 3 2 6 47 51 2 24 10 2.998 0 0 V1 WB L;OST CONTROL ON ICE, RORL SHOULDER.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1649035 3237 2 INNISFAI 2 1.5 N K INNISFAIL 1/13/2007 10.27 3 2 6 47 71 2 24 10 1.5 4 3 0 0 V1 WB, LOST CONTROL ON ICE, SLID INTO CENTRE MEDIAN, STRUCK HWY SIGN, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2007 1870042 3237 2 INNISFAI 2 1 N K INNISFAIL SOUTHBOUND LANES 3/2/2007 18 3 10 2 6 47 47 11 2 24 10 1 6 3 0 0 V1 NB, LOST CONTROL DUE TO HIGH WINDS & SLIPPERY ROADS, V1 RORL, WENT THRU CENTER MEDIAN, STRUCK V2 CAUSING IT TO SPIN OUT OF CONTROL AND LOSE THE BOAT OFF THE TRT, V1 STRUCK V3.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2007 2075372 3237 2 INNISFAI 2 0.5 N K 54 OVERPASS 12/26/2007 18.45 3 10 2 6 47 47 11 2 24 5 0.516 4 3 0 0 V1 NB ON HWY OVERPASS, V2 SB HIT BLACK ICE, SKIDDED THRU MEDIAN & COLLIDED WITH V1.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2007 1748229 3237 2 INNISFAI 2 54 INNISFAIL OVERPASS-NORTH OF - ARB 5/29/2007 2.3 3 2 2 47 51 2 24 5 0.041 1 1 0 0 V1 TRAVELING NB, LOST CONTROL ENTERED CENTER MEDIAN & OT, DRIVER ADMITS TO DRINKING 5 BEER & SMOKING A JOINT EARLIER.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2008 2075097 3293 2 RED DEER 2 11 EXIT SB 7/11/2008 23.5 3 2 5 97 51 2 24 45 33.275 1 1 0 0 V1 SB, TOOK HWY 11 EXIT TOO FAST OFF RD LT, SPUN SIDEWAYS, ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2127180 3293 2 RED DEER 2 11 NORTHBOUND ON RAMP FROM OVERPASS 1/29/2008 22.3 3 2 8 97 61 2 24 45 33.233 4 3 0 0 V1 LOST CTRL, STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 Z605763 3293 2 RED DEER 2 11 122 W M HWY 2 SOUTH 12/28/2008 3 2 9 47 41 2 24 45 32.994 0 0 V1 DRI CLAME HE CANNOT RECALL COLLISION, BASE ON ACCOUNT OF PERSON WHO FOUND VEH, V1 APPEARS TO HAVE BEEN TRAVELLING WRONG DIRECTION OF ENTRANCE RAMP, WENT OFF RD LT, DID NOT COLLIDE WITH ANOTHER OBJ.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 1732757 3293 2 RED DEER 2 JUST SOUTH OF 67 ST 2/13/2008 8.3 3 2 5 47 61 2 24 45 32.834 4 3 0 0 DRI 1 SB, HIT ICE, LOST CTRL, STRUCK LIGHT POLE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 1732798 3293 2 RED DEER 2 500 S M 67 ST OVERPASS 12/17/2008 8.59 3 2 6 47 61 2 24 45 32.47 4 3 0 0 V1 SB, LOST CONTROL ON ICY RD WHILE BRAKING FOR ANOTHER VEH, ENTERED MEDIAN AND STRUCK LIGHT POST.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2178316 3293 2 RED DEER 2 1 S K 67 ST 12/22/2008 12 3 2 6 47 61 2 24 45 32.01 98 3 0 0 V1 SB, ICY RD, SLID INTO CTR MEDIAN, TOOK OUT RD SIGN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 Z605800 3293 2 RED DEER 2 1 S K 67 ST 12/16/2008 8.07 3 2 6 47 61 2 24 40 31.831 0 0 V1 SB LOST CTRL ON ICE AND WENT OFF RD INTO THE MEDIAN AND HIT LIGHT STANDARD.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 Z686010 4705 2 RED DEER 2 BTWN 67 ST AND 32 ST EXITS S/B 12/12/2008 9.3 3 7 4 4 45 47 97 2 24 40 31.074 0 0 V1 SLID INTO MEDIAN DITCH, V2 SLID INTO DITCH AND V1.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2039398 3293 2 RED DEER 2 1.5 N K 32 ST QUII NB 4/15/2008 7.26 3 2 8 47 51 2 24 40 29.73 1 1 0 0 V1 NB HWY, FAIL TO CHANGE LANE SAFELY, ALMOST STRUCK CAR, SWERVED BACK, LOST CTRL, ENTERED MEDIAN, OT ONTO SIDE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 Z647647 3293 2 RED DEER 2 32 ST 4/20/2008 20 3 2 9 97 61 2 24 35 28.004 0 0 DRI EXITING HWY, OVERPASS SNOW COVERED AND SLIPPERY, WASNT ABLE TO STOP, SLID INTO GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 Z605792 3293 2 RED DEER 2 19 ST 12/16/2008 8.3 3 2 4 47 61 2 24 25 26.004 0 0 V1 SB, LOST CTRL ON ICE, WENT OFF RD LT, STRUCK GRDRL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 1732797 3293 2 RED DEER 2 400 S M RED DEER 12/17/2008 8.5 3 2 5 47 61 2 24 25 24.957 4 3 0 0 V1 SB IN FAST LANE, ANOTHER VEH IN SLOW LANE LOST CONTROL AND CUT OFF V1, V1 LOST CONTROL, ENTERED MEDIAN AND STRUCK LIGHT POST.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z605784 3293 2 RED DEER 2 NEAR GAETZ AVE 12/16/2008 6.05 3 2 4 47 61 2 24 25 24.932 0 0 V1 SB LOST CTRL ON ICE AND WENT OFF RD AND HIT SIGN POST.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z606057 3293 2 RED DEER 2 3 S M 67TH ST 1/19/2008 3.45 3 2 5 47 41 2 24 25 24.922 0 0 V1 SB, WENT OFF RD.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 2075121 3293 2 RED DEER 2 1 N K GAS ALLEY SB 4/18/2008 21.2 3 2 5 47 61 2 24 24 24.655 4 3 0 0 V1 SB, LOST CTRL ON BLACK ICE, SPUN INTO CENTER MEDIAN, STRUCK WOODEN SIGN POST.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z605782 3293 2 RED DEER 2 SOUTHBOUND LANES SOUTH OF GAETE AVE OVERPASS 12/18/2008 13.54 3 2 5 47 61 2 24 24 24.641 0 0 V1 SB, LOST CTRL, STRUCK GRDRL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z605797 3293 2 RED DEER 2 3 S K RED DEER SB ON HWY 2 IN GASOLINE ALLEY ADJACENT WOODY RV 12/16/2008 7 3 2 5 47 61 2 24 24 24.472 0 0 V1 SB, LOST CONTROL ON ICE & SNOW, ENTERED E DITCH AND STRUCK LIGHT POLE.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z605616 3293 2 RED DEER 2 1 S K RED DEER 12/4/2008 23.3 3 2 5 47 61 2 24 24 24.104 0 0 V1 SB, LOST CONTROL ON BLACK ICE, STRUCK GUARD RAIL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z592875 4705 2 RED DEER 2 GASOLINE ALLEY 1/19/2008 9.2 3 2 9 47 61 2 24 22 23.017 0 0 VEH LOST CTRL, WENT INTO DITCH, HIT POST.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 2075323 3293 2 RED DEER 2 100 N M MCKENZIE RD 12/28/2008 15.1 3 2 5 47 61 2 24 22 22.344 1 3 0 0 V1 SB, BRAKING WHILE ATTEMPTING LANE CHANGE, LOST CONTROL, IMPACTED WITH DIRECTIONAL RD SIGN, OFF RD RT.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2008 Z529836 3293 2 RED DEER 2 1 S K GASOLINE ALLEY NB LANES 1/19/2008 8.5 3 2 2 47 51 2 24 22 21.206 0 0 V1 NB, LOST CTRL, SLID OFF RD, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074787 3293 2 RED DEER 2 5 S K RED DEER 2/7/2008 13 3 2 4 47 51 2 24 20 20.166 4 3 0 0 DRI LOST CTRL DUE TO WEATHER/RD CONDITIONS, FLIPPED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074775 3237 2 INNISFAI 2 2 S K HWY 42 OVERPASS N/B 12/29/2008 10.1 3 2 5 47 51 2 24 10 14.035 4 3 0 0 V1 SB, ROLLED TWICE.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2039400 3237 2 INNISFAI 2 TWP 364 4/20/2008 17.2 3 2 6 47 41 2 24 10 12.606 4 3 0 0 V1 SB, LOST CTRL, WENT THRU MEDIAN JK INTO DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 Z618316 3237 2 RED DEER 2 20 S K RED DEER 5 KM S HWY 42 OVERPASS 1/15/2008 19.3 3 2 6 47 41 2 24 10 10.672 0 0 V1 SB, LEFT TIRE BLEW, ENTERED DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 1731146 3237 2 INNISFAI 2 1.5 N K RR 362 5/16/2008 10.3 3 6 2 6 47 47 31 2 24 10 9.737 1 1 0 0 V1 NB, WENT ACROSS MEDIAN, STRUCK V2 IN CATTLEGUARD.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074759 3237 2 INNISFAI 2 8 N K INNISFAIL 12/19/2008 8.15 3 2 2 47 51 2 24 10 7.568 4 3 0 0 V1 NB, HIT BLACK ICE, SPUN THRU MEDIAN, THRU THREE SB LANES, STOPPED IN DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 Z529615 3237 2 INNISFAI 2 7.5 N K INNISFAIL JUST SOUTH OF OLD POLE RD 8/16/2008 11.35 3 2 2 47 51 2 24 10 7.5 0 0 V1 NB, HAD ITS TRAILER SWAY OUT OF CTRL, ATTEMPTS TO REGAIN CRTL FAILED, DROVE OFF RD, HOLIDAY TRAILER ROLLED ON ITS ROOF.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2233521 3237 2 INNISFAI 2 5 N K INNISFAIL 12/29/2008 13 3 2 2 47 51 2 24 10 4.999 4 3 0 0 V1 NB, V1 LOST CTRL DUE TO ICY RDS, V1 WENT TO CENTER MERIDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 1956613 4705 2 INNISFAI 2 RANGE ROAD 281 TOP OF ANTLER HILL 4/19/2008 17.45 3 6 6 2 47 47 31 2 24 10 4.974 4 3 0 0 V1 SB, LOST CTRL, COLLIDED WITH NB TRUCK.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2039266 3237 2 INNISFAI 2 5 N K INNISFAIL 2.5 KM N HWY 54 3/28/2008 7.4 3 2 6 47 41 2 24 10 4.928 1 3 0 0 V1 SB, UK CAR BRAKE, V1 ALSO BRAKE, LOST CTRL, ENTERED MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 Z606156 3237 2 INNISFAI 2 4 N K INNISFAIL SB 2/28/2008 6.15 3 2 6 47 41 2 24 10 4.134 0 0 V1 SB, LOST CTRL, WENT OFF RD.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074752 3237 2 INNISFAI 2 4 N K INNISFAIL SB 12/21/2008 17.54 3 2 6 47 51 2 24 10 4.068 1 3 0 0 V1 SB, LOST CTRL ON ICY RD, WENT OFF RD LT, ROLLED INTO MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074751 3237 2 INNISFAI 2 3 N K INNISFAIL SB LANES 12/21/2008 17.44 3 2 6 47 41 2 24 10 3.069 6 3 0 0 V1 HAULING EMPTY TRAILER, LOST CTRL ON ICY RD, OFF RD LT INTO MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2039348 3237 2 INNISFAI 2 1.5 N K INNISFAIL 12/22/2008 9.55 3 2 2 47 41 2 24 10 2.871 3 2 0 0 V1 NB LOST CTRL ON ICE SPUN INTO CENTER MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 Z668904 3237 2 INNISFAI 2 22 S K RED DEER 12/7/2008 12.15 3 2 9 47 61 2 24 10 2.541 0 0 V1 LOST CONTROL AND STRUCK GUARD RAIL.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2039357 3237 2 INNISFAI 2 2.5 N K HWY 54 ANTLER HILL 2.5 KM N HWY 54 3/28/2008 6.5 3 2 6 47 51 2 24 10 2.502 1 3 0 0 V1 SB, WENT TO PASS SEMI, LOST CTRL, ENTERED DITCH, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 Z529732 3237 2 INNISFAI 2 2 N K INNISFAIL OVERPASS 12/19/2008 9 3 2 6 28 51 2 24 10 2 0 0 V1 SB, V1 TRIED TO CHANGE LANES AND SLID ON ICY RD, V1 LOST CTRL AND HIT DITCH. V1 OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2075149 3237 2 INNISFAI 2 2 N K INNISFAIL 4/22/2008 6.55 3 2 2 47 41 2 24 10 2 4 3 0 0 V1 NB, GUST OF WIND PUSHED TRAILER, LOST CTRL, JK INTO CENTER MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2074720 3237 2 INNISFAI 2 0.2 N K INNSIFAIL SOUTH BOUND LANE 12/7/2008 12.07 3 6 5 1 47 47 31 2 24 10 1.998 4 3 0 0 V1 SB, V2 NB, V2 LOST CTRL ON ICE, WENT THRU MEDIAN, HIT V1.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2008 2075100 3237 2 INNISFAI 2 1.7 N K HWY54 4/21/2008 7.2 3 2 2 47 41 2 24 10 1.701 4 3 0 0 V1 NB IN RT LANE, VERY POOR RD CONDS, LOST CTRL, SPUN & JK INTO CENTER MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2184501 3293 2 RED DEER 2 011A HWY 11A TURN OFF TO SB HWY 2 5/3/2009 18.3 3 2 4 97 51 2 24 55 36.183 1 1 0 0 TURNING OFF TURN, TO SB, ENDED UP INTO W SIDE OF DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2306544 3293 2 RED DEER 2 011A HWY 11A OFF RAMP TO HWY 2 SOUTH 5/28/2009 1.3 3 2 5 70 41 2 24 55 36.161 1 1 0 0 VEH S ON HWY, EXCESIVE SPEEDS LOST CTRL, SPUN OFF INTO CENTRE MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2180173 3293 2 RED DEER 2 67 ST OVERPASS 1/15/2009 7 3 2 2 47 61 2 24 45 32.641 1 3 0 0 V1 SLID OFF RD LT, STRUCK RD SIGN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 Z657923 3293 2 RED DEER 2 0.5 S K HWY 11 12/31/2009 1.22 3 2 1 47 51 2 24 45 32.594 0 0 V1 NB, PULLED OUT INTO LT LANE TO PASS SEMI TRUCK, LOST CONTROL AND WENT INTO CENTER MEDIAN, VEH ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2074884 3293 2 RED DEER 2 1 S K HWY 11 6/11/2009 9.21 3 2 2 47 61 2 24 40 31.735 1 1 0 0 V1 NB, TRAILER ATTACHMENT STARTED SWAYING, LOST CONTROL AND STRUCK GUARD RAIL, NO OTHER VEHS INVOLVED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 Z657920 3293 2 RED DEER 2 1 S K 67 ST OVERPASS 12/30/2009 2.1 3 2 2 47 51 2 24 40 31.732 0 0 V1 NB, DROVE OFF RD INTO CENTER MEDIAN AND ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2345070 3293 2 RED DEER 2 2 S K HIGHWAY 11 12/22/2009 17.58 3 2 4 47 51 2 24 40 30.998 4 3 0 0 V1 SB, LOST CONTROL DUE TO RD & WEATHER CONDITIONS, ROLLED VEH IN CENTRE MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2180004 3293 2 RED DEER 2 2 S K 67 ST 3/9/2009 9.3 3 2 8 47 51 2 24 40 30.984 4 3 0 0 V1 NB, LSOT CTRL, ENTERED WEST DITCH, MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2074513 3293 2 RED DEER 2 2 N K 32 ST OVERPASS JUST BEFORE RED DEER RIVER BRIDGE NB LANE 5/1/2009 11.05 3 2 8 47 51 2 24 40 30.485 1 1 0 0 V1 NB IN LT LANE, RORL INTO MEDIAN, LOST CTRL, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2344617 3293 2 RED DEER 2 500 S M 32ND ST 12/30/2009 17.4 3 2 8 47 51 2 24 35 27.732 4 3 0 0 V1 NB IN LT LANE, LOST CONTROL, SPUN INTO CENTER MEDIAN, 1/4 ROLL ONTO PAS SIDE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2345264 3293 2 RED DEER 2 GAETZ AVE GAETZ AVE FLYOVER TO SB QEII SB 9/26/2009 16.55 3 2 4 97 51 2 24 25 25.11 2 2 0 0 V1 SB, LOST CONTROL, WENT OFF ROAD, ROLLED, REAR TIRES BALD, ALCOHOL INVOLVED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2387959 3293 2 RED DEER 2 JUST SOUTH OF 19 ST 12/23/2009 21.45 3 2 1 47 51 2 24 24 24.607 1 3 0 0 V1 LOST CONTROL OF VEH, HIT BLACK ICE AND HIT DITCH, SINGLE VEH ROLLOVER.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 Z711609 3293 2 RED DEER 2 NB HWY 2 WOODYS RV WORLD GASOLINE ALLEY 12/30/2009 22.45 3 2 1 47 51 2 24 24 24.363 0 0 VEH NB, SWERVED LT, ROLLED, HIT GRDRL.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 Z657921 3293 2 RED DEER 2 NEAR LEVA AVE MERGE RD TO HWY 2 12/9/2009 14 3 2 6 47 41 2 24 22 21.776 0 0 V1 SB LOST CONTROL ON ICE AND WENT INTO LEFT DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345065 3293 2 RED DEER 2 1 S K MACKENZIE OVERPASS 12/24/2009 22.36 3 2 6 47 51 2 24 22 21.284 1 3 0 0 V1 SB, STRUCK PATCH OF ICE, ROLLED ONTO ROOF IN CTR MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 1732360 3293 2 RED DEER 2 1 S K TWP 374 12/29/2009 20.5 3 2 5 47 51 2 24 20 21.008 1 3 0 0 V1 SB, LOST CTRL, ENTERED LT DITCH, CAME TO REST ON ROOF.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 1503970 3293 2 RED DEER 2 1 S K GASOLINE ALLEY 3/8/2009 18.3 3 2 5 47 71 2 24 20 20.874 1 3 0 0 V1 SB, LOST CTRL, STRUCK GRDRL, ROLLED, STRUCK SIGN STANDARD IN MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2161458 3293 2 RED DEER 2 1 S K MCKENZIE RD 1/14/2009 21.45 3 2 1 47 51 2 24 20 20.733 1 3 0 0 V1 NB SLID ON ICE INTO MEDIAN OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2253924 3293 2 RED DEER 2 2 S K GASOLINE ALLEY SB 12/24/2009 17.3 3 2 4 47 41 2 24 20 20.373 4 3 0 0 V1 SB, HIT ICE AND SPUN OUT, STOPPED IN MEDIAN FACING WB.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2075083 3293 2 RED DEER 2 2 S K MCKENZIE RD 2/24/2009 14.25 3 2 8 47 61 2 24 20 20.296 1 1 0 0 V1 NB, DROVE INTO CENTER MEDIAN, HIT SIGN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 Z711612 3293 2 RED DEER 2 2 S K MACKENZIE RD 12/21/2009 10.21 3 2 4 47 51 2 24 20 20.278 0 0 V1 SB IN RT LANE, HIT SLIPPERY SECTION OF RD, VEH ENTERED MIDDLE MERIDIAN AND ROLLED 2 TIMES, RD SURFACE ICY AND SLIPPERY.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345057 3293 2 PENHOLD 2 1 N K HWY 42 12/9/2009 13.4 3 2 1 47 51 2 24 20 16.687 4 3 0 0 V1 NB, LOST CONTROL, SPUN INTO CENTER MEDIAN, ROLLED, CAME TO REST UPSIDE DOWN IN FAST LANE OF SB TRAFFIC.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 Z582894 3293 2 RED DEER 2 42 N/B LANE 12/30/2009 11.12 3 2 1 47 51 2 24 15 15.711 0 0 VEH NB, WENT INTO CTR MEDIAN, ROLLED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2075315 3237 2 RED DEER 2 10 S M HWY 42 12/1/2009 7.4 3 2 1 47 41 2 24 15 15.662 1 3 0 0 V1 NB, LOSS OF CONTROL ON ICY RD, OFF RD LT INTO CENTER MEDIAN.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2345053 3237 2 PENHOLD 2 950 S M HWY 42 12/21/2009 10.45 3 2 5 47 51 2 24 10 14.727 4 3 0 0 V1 SB, LOST CONTROL ON ICY SURFACE, OFF RD LT INTO CENTRE MEDIAN, ROLLING ONTO ROOF.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2345063 3237 2 PENHOLD 2 1 S K HWY 42 12/23/2009 23.2 3 2 1 47 51 2 24 10 14.685 1 1 0 0 V1 NB ENTERED MEDIAN AND ROLLED, DRIVER IMPAIRED.Before 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2009 2345170 3237 2 PENHOLD 2 3 S K HWY 42 11/30/2009 15.5 3 6 6 2 47 47 31 2 24 10 12.454 4 3 0 0 V1 LOST CTRL, HIT V2.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345229 3244 2 PENHOLD 2 3 S K HGWY 42 8/24/2009 4.4 3 2 2 47 41 2 24 10 11.905 1 1 0 0 V1 NB, DRI FRONT TIRE WENT FLAT, LOST CONTROL, COMMENCED 180 SPIN, ENTERED CENTER MEDIAN, CAME TO REST FACING SB IN SB SHOULDER OF HWY.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345155 3237 2 INNISFAI 2 4 S K HWY 42 SB LANES 12/10/2009 11.5 3 2 6 47 51 2 24 10 11.677 4 3 0 0 V1 SB, LOST CTRL DUE TO ICY RDS, WENT OFF RD LT, ROLLED IN MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345305 3237 2 PENHOLD 2 5 S K 42 OVERPASS 10/10/2009 15.3 3 2 2 47 41 2 24 10 10.687 4 3 0 0 V1 NB, HIT ICE, WENT THROUGH DITCH, MEDIAN, OVER 2 SB LANES, INTO WEST DITCH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 Z655080 3237 2 INNISFAI 2 NB ANTLER HILL 12/16/2009 7.05 3 2 2 47 51 2 24 10 7.512 0 0 V1 NB LOST CONTROL AND ROLLED INTO CENTER MEDIAN, RD CONDITIONS SLIPPERY AND SNOW/ICE COVERED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2345156 3237 2 INNISFAI 2 5 N K HWY 54 NB LANES 12/10/2009 10.52 3 2 2 47 51 2 24 10 5 4 3 0 0 V1 NB, LOST CTRL, WENT OFF RD LT, ROLLED IN MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 Z530073 3237 2 INNISFAI 2 ON TOP OF ANTLER HILL 12/10/2009 11.05 3 2 2 47 51 2 24 10 4.997 0 0 VEH NB, LOST CTRL ON PATCH OF ICE, ENDED UP IN MEDIAN, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 2039370 3237 2 INNISFAI 2 HWY 2 @ ANTLER HILL 12/30/2009 21.2 3 2 2 47 51 2 24 10 4.184 4 3 0 0 V1 NB, LOST CTRL, ENDED ON DRI SIDE.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 Z529955 3237 2 INNISFAI 2 SOUTH SIDE OF ANTLER HILL 1/29/2009 10.45 3 2 2 47 51 2 24 10 3.911 0 0 V1 NB ON HWY, GOING UP HILL, LOST CTRL ON SLIPPERY RD, SLID ITNO MEDIAN, OT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2009 Z669895 4693 2 INNISFAI 2 1 E K INNISFAIL 2/14/2009 14.3 3 2 2 24 41 2 24 10 1 0 0 V1 NB, FORCED OFF RD TO AVOID A COLLISION WITH BOTH V2 & V3, V2 BRAKED ABRUPTLY, FORCING V1 TO TAKE DITCH OR SS V3.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2010 Z745853 4946 2 SYLVAN L 2 EXIT SOUTHBOUND ON HWY #2 12/22/2010 20 3 2 5 47 41 2 24 50 35.465 0 0 N/A. After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2345014 3293 2 RED DEER 2 1 S K 11A 1/23/2010 9.55 3 2 5 47 51 2 24 50 35.354 4 3 0 0 SB, LOST CTRL, LT HWY, ROLLED VEH INTO MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2356177 3293 2 RED DEER 2 2 S K OF HWY 11A 4/8/2010 21.25 3 2 1 47 51 2 24 50 34.429 4 3 0 0 V1 SB, VERY WINDY, LOST CTRL, ENTERED LT SHOULDER.During 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2450214 3312 2 RED DEER 2 100 N M 67 ST 5/3/2010 8.3 3 2 5 47 61 2 24 45 33.081 4 3 0 0 V1 SB, LOST CTRL IN SLUSH, SKIDDED INTO GRDRL.During 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 1733019 3293 2 RED DEER 2 11 ON OVERPASS-EASTBOUND NEAR HWY 2 10/9/2010 19.2 3 2 2 47 51 2 24 45 32.991 1 1 0 0 V1 EB, DOES NOT REMEMBER WHAT HAPPENED, LOST CONTROL OF MOTORCYCLE AND TIPPED OVER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2389432 3312 2 RED DEER 2 0.5 S M 67 ST W 113 51 41 310 N52 17 12 234 7/14/2010 17.3 3 2 5 24 71 2 24 45 32.944 1 1 0 0 V1 SB, CUT OFF BY UK VEH, LOCKED UP BRAKES, JK TRLR, ROLLED TRLR, V1 SAYED UPRIGHT ON TOP OF BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2486761 3312 2 RED DEER 2 11 OFF RAMP NB ON HWY 2 12/25/2010 9 3 2 2 97 41 2 24 45 32.859 4 3 0 0 V1 NB LOST CTRL, WENT INTO DITCH.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2345524 3293 2 RED DEER 2 5 S M HWY 67 8/17/2010 11.5 3 2 5 47 61 2 24 45 32.51 1 1 0 0 V1 SB HAD TO BRAKE SUDDENLY FOR STOPPED AND MERGING TRAFFIC AHEAD, WENT OFF-RD LT TO AVOID COLLISION, STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535479 3293 2 RED DEER 2 1 S K HWY 11 11/19/2010 18.4 3 2 6 47 61 2 24 40 31.981 1 3 0 0 V1 SB, HEAVY TRAFFIC, V1 IN FRONT BRAKED , V1 BRAKED LOST CONTROL AND SPUN , V1 STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535328 3293 2 RED DEER 2 1 S K HWY 11 12/11/2010 16.4 3 2 6 47 61 2 24 40 31.864 1 3 0 0 V1 SB FAST LANE, OFF RD LT INTO GRD WIRE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders



2010 2345522 3293 2 RED DEER 2 5 N M RED DEER RIVER BRIDGE 10/28/2010 21.45 3 2 8 47 61 2 24 40 31.289 1 1 0 0 V1 NB IN LEFTLANE , TIRE BLEW OUT , V1 LOST CONTROL AND WENT INTO CABLE BARRIER MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2075093 3293 2 RED DEER 2 2 S K HWY 11 67 ST 11/22/2010 16.05 3 2 4 47 61 2 24 40 31.288 4 3 0 0 V1 SB IN LEFT LANE , WINDOWS BEGAN TO GOG UP M WINDOWS COMPLETELY WHITE OUT , UNABLE TO SEE , V1 STRUCK CENTER MEDIAN CABLE BARRIER .After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535442 3293 2 RED DEER 2 2 S K 67 ST 12/15/2010 20.05 3 2 4 47 61 2 24 40 31.033 1 3 0 0 V1 SB, LT LANE, ICY CONDITIONS, LOST CONTROL & STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2344926 3293 2 RED DEER 2 500 N M 32 ST OVERPASS 113 51 29.653 52 14 55.178 5/4/2010 11.22 3 2 8 47 61 2 24 40 30.932 4 3 0 0 V1 NB, SLUSH SNOW & ICE, RAN OFF RD INTO MEDIAN, STRUCK GRDRL.During 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2344726 3293 2 RED DEER 2 2 S M RED DEER RIVER BRIDGE NB 11/17/2010 7.52 3 2 8 47 61 2 24 40 30.586 4 3 0 0 V1 BRAKED HARD TO AVOID COLLISON WITH UNRELATED ACCIDENT, LOST CTRL, STRUCK CABLE BARRIER. REF WITH CASE # 2535432 / 2535428After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535485 3293 2 RED DEER 2 2 N K 32 ST 12/30/2010 9.29 3 2 4 47 61 2 24 40 30.481 1 3 0 0 V1 SB PULLED INTO FAST LANE TO PASS SLOWER VEH AND LOST CONTROL, STRUCK CABLE BARRER IN CENTER MERIDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2233147 3293 2 RED DEER 2 AB SPORTS HALL OF FAME 12/8/2010 17 3 2 8 47 61 2 24 40 29.793 1 1 0 0 V1 NB LEFT LANE , V2 NB RIGHT LANE , V2 MADE UNSAFE LANE CHANGE CAUSING V1 TO HIT MEDIAN .After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 Z738636 3237 2 RED DEER 2 NORTHSIDE PASSING LANE NEAR 32 ST OVERPASS 11/17/2010 16.15 3 2 9 47 61 2 24 40 29.22 0 0 V1 LOST CTRL, STRUCK BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2389888 3293 2 RED DEER 2 32 ST 6/4/2010 4.41 3 2 9 47 61 2 24 35 28.228 97 97 0 0 A WITNESS SAW V1 IN THE MEDIAN AND HIT LAMP POST, BUT V1 FLED SCENE.During 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535433 3293 2 RED DEER 2 0.5 S K 32 ST EXIT 11/17/2010 16.18 3 2 8 47 61 2 24 35 27.725 4 3 0 0 V1 NB, SAW A VEH UP AHEAD STOP ON SIDE OF RD, OTHER VEH IN FRONT OF HER HIT BRAKES, V1 ATTEMPTED TO SLIDE DOWN & SPUN OUT, HITTING GRDRL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535439 3293 2 RED DEER 2 1.5 S M 32 ST 12/3/2010 8.39 3 2 4 70 61 2 24 35 27.669 5 3 0 0 V1 SB FROM MERGE, SWITCHED INTO LT LANE, LOST CONTROL ON ICE AND STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2535440 3293 2 RED DEER 2 2 S M 19 ST FLYOVER 12/3/2010 8.5 3 2 4 47 61 2 24 30 27.062 5 3 0 0 V1 SB CENTRE LANE, BEGAN TO FISHTAIL AND LOST CONTROL ON ICE, STRUCK BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2000675 3293 2 RED DEER 2 18 ST NORTH OF GASOLINE ALLEY 5/29/2010 10.3 3 2 5 47 61 2 24 24 24.627 4 3 0 0 VEH SB ON HWY, LOST CTRL, COLLIDING WITH GRDRL.During 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2486818 3293 2 RED DEER 2 1 S K MCKENZIE OVERPASS 12/2/2010 6 3 2 2 47 61 2 24 20 20.982 1 3 0 0 V1 PROCEEDING NB, LOST CONTROL ON ICE AND SLID INTO GRDRL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2486810 3293 2 RED DEER 2 0.5 S K MACKENZIE RD 12/1/2010 10.15 3 2 1 47 61 2 24 20 20.978 1 3 0 0 V1 NB SWERVED TO AVOID ROAD DEBRIS, STRUCK GUARD RAIL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 1732484 3293 2 RED DEER 2 1.5 S K MAKENZIE ROAD 2/6/2010 12.56 3 2 8 47 51 2 24 20 20.774 1 1 0 0 V1 NB, OFF RD INTO CENTER MEDIAN, XED OVER ONTO SHOULDER OF SB, FLIPPED VEH IN CENTER MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2118862 3293 2 RED DEER 2 2 S K MACKENZIE CR O/P S/B LANE 11/21/2010 22 3 2 4 47 61 2 24 20 20.687 1 3 0 0 V1 SB LOST CTRL, STRUCK CABLE BARRIER FENCE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z654479 3293 2 RED DEER 2 5 N K HWY 42 BIG BEND 11/15/2010 22.34 3 2 8 47 61 2 24 20 20.654 0 0 V1 NB, LOST CTRL, STRUCK TRLR, ENTERED MERIDIAN, STRUCK CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z720707 3293 2 RED DEER 2 16.09 S K MCKENZIE ROAD S/B OVERPASS 1/24/2010 5.44 3 2 4 47 51 2 24 20 20.482 0 0 V1 SB, HIT BLACK ICE, WENT OFF RD LT, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z658014 3293 2 RED DEER 2 1.6 S K GASOLINE ALLEY 2/7/2010 3 2 8 47 51 2 24 20 20.382 0 0 DRI ENTERED DITCH WHILE NB, TRIED TO GET BACK ON RD, FLIPPED ONTO ROOF.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345198 3237 2 RED DEER 2 3 S K MACKENZIE OVERPASS 1/23/2010 10.2 3 2 8 47 51 2 24 20 19.59 4 97 0 0 V1 NB, ENTERED SKID, ENTERED MERIDIAN, ROLLED.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2028961 3293 2 RED DEER 2 4 S K RED DEER GAS ALLEY 5/12/2010 0.4 3 2 5 34 41 2 24 20 19.397 1 1 0 0 V1 SB, DRI WAS LOST AND SAW A TURNAROUND IN CENTER MEDIAN OF HWY, DRI ATTEMPTED TO PERFORM A U-TURN AND MISS CALCULATED TURN, ENTERING CENTER MEDIAN DITCH.During 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 1732358 3293 2 RED DEER 2 3 S K MACKENZIE RD 1/7/2010 10.15 3 2 5 47 51 2 24 20 19.272 6 3 0 0 V1 SB LOST CONTROL ON ICE INTERED MEDIAN ROLLED ONTO ROOF.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z657997 3293 2 PENHOLD 2 BTN PENHOLD MCKENZIE RD 1/7/2010 12.1 3 2 5 47 41 2 24 20 18.79 0 0 V1 SB HIT A PATCH OF BLACK ICE , V1 HIT MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z658140 3293 2 RED DEER 2 5 S K MCKENZIE RD 11/17/2010 15 3 2 1 47 61 2 24 20 17.286 0 0 V1 NB SLID ON ICE INTO WB DITCH HITTING GUARD POST.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 1733137 3293 2 RED DEER 2 NORTH OF HWY 42 N/B LANES 2/9/2010 16.34 3 2 1 47 51 2 24 20 17.005 1 1 0 0 VEH N ON HWY, DRI FELL ASLEEP, CROSSED OVER LANE, OVER CENTER MEDIAN, ROLLED VEH.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2553772 3293 2 PENHOLD 2 2 N M HWY 42 12/20/2010 20.3 3 2 5 47 61 2 24 15 16.05 5 3 0 0 V1 SB IN RIGHT LANE , V1 SWERVED TO AVOID STOPPED VEHICLE ON SIDE OF RD , V1 LOST CONTROL AND RAN OFF RD LEFT AND STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2447982 4693 2 RED DEER 2 149 S K OF EDMONTON DRIVER COULD NOT BE MORE SPECIFIC 4/2/2010 19 3 2 5 47 61 2 24 15 15.684 1 1 0 0 V1 SB ON HWY, LEAVES RD LT, STRUCK GRDRL.During 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2535398 3237 2 PENHOLD 2 100 S M HWY 42 12/21/2010 8 3 2 5 47 61 2 24 15 15.578 1 3 0 0 V1 SB, CRUISE CONTROL ON, TURNED OFF CRUISE CONTROL, LOST CONTROL ON BLACK ICE, OFF ROAD LEFT INTO GUARD WIRE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 Z720778 3237 2 RED DEER 2 1 S K HWY 42 OVERPASS 12/21/2010 8.15 3 2 5 47 61 2 24 10 14.681 0 0 V1 SB, WENT OVER BLACK ICE ON RD, WENT IN CENTER AREA.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2010 2344826 3237 2 PENHOLD 2 NB JUST S OF PENHOLD OVERPASS 7/11/2010 0.01 3 2 1 47 61 2 24 10 14.582 1 2 0 0 V1 NB, STRUCK CENTRE CABLE SYSTEM.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2010 2344944 3237 2 PENHOLD 2 2 S K HWY 42 3/4/2010 23.2 3 2 1 47 51 2 24 10 14.353 1 1 0 0 V1 SB , V1 ATTEMPTED TO PASS SEMI ON SHOULDER, V1 OVERCORRECTED AND ROLLED .Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2344912 3237 2 PENHOLD 2 4 S K HWY 42 2/15/2010 7.3 3 2 6 47 51 2 24 10 11.683 4 3 0 0 V1 SB, LOST CTRL, OFF RD LT, FLIPPED INTO CTR MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345009 3237 2 INNISFAI 2 4 S K HWY 42 1/1/2010 15.15 3 2 6 47 51 2 24 10 11.673 4 3 0 0 SB, V1 LOST CTRL, ROLLED INTO MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345543 3237 2 INNISFAI 2 15 N K INNISFAIL 11/21/2010 14.42 3 2 2 47 61 2 24 10 11.194 4 3 0 0 V1 NB IN LEFT LANE , PIECE OF WOOD FELL OF TRAILER AHEAD , V1 SWERVED TO AVOID LOST CONTROL AND SPUN, V1 STRUCK CENTER MEDIAN CABLE BARRIER , BOUNCED OFF AND SPUN INTO E DITCH.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z582889 3293 2 RED DEER 2 11.2 S K MCKENZIE ROAD 2/16/2010 7 3 2 2 47 51 2 24 10 11.014 0 0 V1 NB, WAS IN LT LANE AND AN UK VEH LOST CONTROL IN RT LANE, CAUSING V1 TO HIT CENTRE DITCH AND ROLL, LANDING IN SHOULDER OF SB LANES, TRAFFIC CONDITIONS WERE HEAVY, IT WAS FOGGY AND RD CONDITIONS MODERATELY SLBefore 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2535488 3237 2 INNISFAI 2 2 N K OLD POLE RD NB 11/16/2010 0 3 2 2 47 61 2 24 10 10.237 4 3 0 0 V1 NB FAST LANE, WENT OFF RD LT AND COLLIDED WITH MEDIAN SAFETY WIRE, VEH BECAME TANGLED & UNDRIVABLE DUE TO COLLISION.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345509 3237 2 INNISFAI 2 1 N K OLD POLE RD 7/24/2010 15.35 3 2 2 47 61 2 24 10 9.235 1 1 0 0 V1 NB FIRST LANE CUT OFF BY OTHER DRIVER , V1 TOOK EVASIVE STRIKING GUARD WIRE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2344913 3237 2 INNISFAI 2 OLD POLE ROAD 2/15/2010 8.29 3 2 6 47 51 2 24 10 8.663 4 3 0 0 V1 SB LOST CONTROL ON ICY SURFACE CAUSING IT TO GO OFF RD LEFT.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2535477 3237 2 INNISFAI 2 5 S K INNISFAIL 11/16/2010 8.15 3 2 2 47 41 2 24 10 4.999 4 3 0 0 V1 NB WHEN DRIVER LOST CONTROL ON ICY ROADS AND WENT INTO CENTRE MERIDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345076 3237 2 LACOMBE 2 5 N K INNISFAIL 1/2 WAY UP ANTLER HILL 1/1/2010 3 2 6 47 51 2 24 10 3.335 3 3 0 0 V1 SB, V2 CRUISE CTRL, LOST CTRL, ROLLOVER.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2074520 3237 2 INNISFAI 2 4 N K HWY 54 N/B LANE 2/14/2010 17.58 3 2 2 47 51 2 24 10 2.956 6 3 0 0 V1 NB IN LT LANE, LOST CONTROL ON ICY PATCH, WENT OFF RD LT AND ROLLED IN MEDIAN.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2553750 3237 2 INNISFAI 2 NB HALFWAY UP ANTLER HILL - APPROX 2.5 KM N OF HWY 590 11/22/2010 7.55 3 2 2 47 61 2 24 10 2.5 4 3 0 0 V1 NB IN CENTER LANE , V1 FISHTAILED ON BLACK ICE , V1 LOST CONTROL AND SPUN BACKWARDS INTO CENTER MEDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 Z737044 3237 2 INNISFAI 2 20 S K RED DEER BETWEEN INNISFAIL & ANTLER HILL 11/22/2010 14.2 3 2 2 47 61 2 24 10 2.467 0 0 VHES HIT GRDRL, V1 NB IN RT LANE, LOST CONTROL ON BLACK ICE, SPUN INTO CENTER MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2535478 3237 2 INNISFAI 2 JUST NORTH OF INNISFAIL-BETWEEN INNISFAIL AND ANTLER HILL 11/20/2010 2.2 3 2 2 47 61 2 24 10 2.268 98 3 0 0 V1 NB, LOST CTRL, STRUKC SAFETY BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2074519 3237 2 INNISFAI 2 2 N K HWY 54 N/B 2/14/2010 16.47 3 2 2 47 51 2 24 10 2.101 6 3 0 0 V1 NB IN LT LANE, DROVE INTO A PATCH OF BLOWING SNOW ACROSS FREEWAY, ICY SECTION, LOST CONTROL, WENT OFF RD LT AND ROLLED IN MEDIAN, CAME TO REST ON WHEELS.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345385 3237 2 INNISFAI 2 2 N K INNISFAIL 1/1/2010 3 2 6 47 51 2 24 10 1.999 98 3 0 0 V1 SB LOST CONTROL ON ICE , V1 FISHTAILED SEVERAL TIMES , V1 HIT MEDIAN SNOWBANK AND ROLLED , V1 CAME TO REST.Before 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2345541 3237 2 INNISFAI 2 1 N K HWY 54 11/22/2010 15 3 2 6 47 61 2 24 10 1.768 4 3 0 0 V1 SB LOST CONTROL ON BLACK ICE , SPUN INTO CENTER MEDIAN CABLE BARRIER AND VAULTED 3/4 OF THE WAY OVER .After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2010 2074496 3237 2 INNISFAI 2 1 N K INNISFAIL NB LANE 2/8/2010 4.15 3 2 6 47 41 2 24 5 1.026 1 3 0 0 V1 SB, DRI LOST CONTROL ON ICE & WENT EB OVER CENTER MEDIAN, ACROSS NB LANES INTO EB DITCH, STICKER 5153817.Before 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2010 2552043 3237 2 INNISFAI 2 0.5 N K EXIT 368 11/28/2010 7 3 2 2 47 61 2 24 5 0.663 1 3 0 0 V1 HIT ICE & SLID INTO DITCH & STRUCK GUARDRAIL.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2010 2028972 3237 2 INNISFAI 2 500 N M OF HWY 590 12/9/2010 18 3 2 6 47 61 2 24 5 0.5 4 1 0 0 V1 SB LOST CONTROL WENT IN CENTRE DITCH, RETURNED TO HWY, BACK INTO DITCH, HIT CABLE FENCE AND CAME TO STOP.After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2011 2532942 3293 2 RED DEER 2 JUST SOUTH 11A TO HWY S OF HWY 11A 9/9/2011 4.39 3 2 1 47 61 2 24 55 36.24 1 97 0 0 V1 NB, SS CENTER MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z658335 4712 2 RED DEER 2 011A 10/21/2011 7.3 3 2 5 47 61 2 24 55 36.186 0 0 VEH SB, SLID INTO CTR DITCH, STRUCK GRDRL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z658334 4712 2 RED DEER 2 011A 10/21/2011 7.31 3 2 5 47 61 2 24 55 36.186 0 0 VEH SB, SLIPPED ON ICE, SLID INTO DITCH, HIT GRDRL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2609656 3312 2 RED DEER 2 250 S M HWY 11A 11/4/2011 3 3 2 1 47 61 2 24 55 36.179 4 3 0 0 V1 NB, LOST CTRL, SKID INTO MEDIAN AND GUARD CABLE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2593311 3293 2 RED DEER 2 4 S M HWY 11A 12/3/2011 10.4 3 2 1 47 61 2 24 55 36.029 4 3 0 0 NB V1 LOST CTRL & WENT OFF RD LT INTO GUARD WIRE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2408972 3293 2 RED DEER 2 2 N K 67 ST OVERPASS 6/10/2011 7.59 3 2 1 47 61 2 24 50 35.077 1 1 0 0 V1 NB, VEH BRAKED IN FRONT AND DRI HIT GUARD FENCE TO AVOID COLLISION.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2532941 3293 2 RED DEER 2 SOUTH OF HWY 11A 5/17/2011 1.39 3 2 1 47 41 2 24 50 34.82 1 1 0 0 VEH NB, DRI FELL ASLEEP, WENT INTO CTR MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2535267 3293 2 RED DEER 2 6 N M HWY 11 6/29/2011 3 2 1 47 61 2 24 50 33.789 1 1 0 0 NB V1 WENT OFF RD LT INTO BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2560735 3293 2 RED DEER 2 500 N M HWY 11 8/10/2011 3.3 3 2 5 47 61 2 24 45 33.479 1 1 0 0 V1 SB, FELL ASLEEP, HIT GRDRL, XREF Z721186.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2593385 3293 2 RED DEER 2 300 N M 67 ST 11/18/2011 7.4 3 2 8 70 61 2 24 45 33.359 4 3 0 0 V1 NB, ATTEMPTING TO MERGE, LOST CTLR, OFF RD LT IN GRDWIRE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2290171 3293 2 RED DEER 2 15 N M 67 ST OVERPASS 11/16/2011 5.35 3 2 1 47 61 2 24 45 33.119 4 3 0 0 V1 NB, LOST TRACTION, HIT CTR GRDRL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2530585 3293 2 RED DEER 2 100 S M 67 ST OVERPASS NB 11/17/2011 21.05 3 2 1 47 61 2 24 45 32.964 4 3 0 0 N/A. After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2485353 3293 2 RED DEER 2 67 OVERPASS 2/1/2011 19.28 3 2 9 47 61 2 24 45 32.646 1 3 0 0 V1 LOST CTRL WHEN HIT ICY PATCH, HIT GRDRL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2484635 3293 2 RED DEER 2 0.5 S K 67 ST OVERPASS 3/17/2011 9.45 3 2 1 47 61 2 24 45 32.593 4 3 0 0 NB V1 SLID ON ICE & STRUCK GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2485480 3237 2 RED DEER 2 5 N M HWY 11 EXIT 1/2/2011 8.3 3 2 6 47 61 2 24 45 32.512 1 3 0 0 SB V1 SKIDDED & SPUN INTO CENTRE MEDIAN BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2535363 3293 2 RED DEER 2 300 S M HWY 11 MERIDIAN CABLE STRAIGHT OFF THE NB MERGE LANE 3/18/2011 21.3 3 2 4 70 61 2 24 45 32.45 1 3 0 0 V1 MERGING ONTO HWY SB, HIT ICY SECTION, ENTERED SKID & SLID ACROSS SB LANES STRIKING CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2488802 3293 2 RED DEER 2 4 S M HIGHWAY 11 2/27/2011 21 3 2 6 47 61 2 24 45 32.316 4 3 0 0 SB V1 COLLIDED WITH GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2593427 3293 2 RED DEER 2 JUST S OF 67 ST OVERPASS 3/17/2011 8.4 3 2 2 47 61 2 24 40 31.893 4 3 0 0 NB V1 STRUCK BLACK ICE, BEGAN TO FISHTAIL, UNABLE TO MAINTAIN CTRL, STRUCK CENTER MEDIAN CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z738600 3293 2 RED DEER 2 SOUTH OF 67 ST OVERPASS SB 3/21/2011 8.32 3 2 6 47 61 2 24 40 31.884 0 0 SB V1 SLID ON ICE & STRUCK CENTER GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2535360 3293 2 RED DEER 2 1 S K 67 ST SB 3/17/2011 22.3 3 2 6 47 61 2 24 40 31.686 1 3 0 0 SB V1 LOST CTRL ENTERING CENTER MEDIAN & STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2530774 3293 2 RED DEER 2 67 ST OVERPASS CURVE SOUTH OF HWY 11/ 2/27/2011 8 3 2 1 47 61 2 24 40 31.429 4 3 0 0 NB V1 LOST CTRL, OFF RD LT INTO GUARD WIRE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2553784 3293 2 RED DEER 2 2 N K ALBERTA SPORTS HALL FAME 1/8/2011 9 3 2 8 47 61 2 24 40 31.34 4 3 0 0 NB V1 LOST CTRL & STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2485609 3312 1 RED DEER 2 1 S K 67 ST 12/3/2011 7.05 3 2 4 47 61 2 24 40 31.329 4 3 0 0 SB V1 LOST CTRL, DID 360 DEGREE & STRUCK INSIDE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2344684 3293 2 RED DEER 2 1 S K HWY 11 SB 3/2/2011 9.54 3 2 4 47 61 2 24 40 31.329 4 3 0 0 SB V1 LOST CTRL, WENT OFF RD LT INTO CABLE BARRIER THEN WENT OFF RD RT INTO LONG STEEP DITCH.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2535705 3293 2 RED DEER 2 2 S K HWY 11 11/22/2011 9.2 3 2 4 47 61 2 24 40 30.898 1 1 0 0 V1 SB, SMALL CAR CUT OFF, V1 OFF RD LT TO AVOID COLLISION, THRU CABLE BARRIER INTO CTR MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2553869 3293 2 RED DEER 2 1 S K HWY 11 ON RED DEER RIVER BRIDGE N B 3/17/2011 10 3 2 8 47 61 2 24 40 30.852 4 3 0 0 NB V1 LOST CTRL, WENT OFF RD LT & STRUCK GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 1870619 3293 2 RED DEER 2 2 S K 67TH ST HWY 2 S/B 150 M SOUTH RED DEER RIVER 10/29/2011 9.3 3 2 4 24 61 2 24 40 30.661 1 1 0 0 SB V1 FAILED TO OBSERVED SLOWER TRAFFIC, SWERVED TO MISS REAR END & STRUCK CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2453889 3312 2 RED DEER 2 ARB KM 30.593 3/17/2011 10.3 3 2 8 47 61 2 24 40 30.593 4 3 0 0 NB V1 STRUCK WIRE GUARD RAIL IN MERIDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2078919 3312 2 RED DEER 2 NB JUST NORTH OF MUSEUM 10/30/2011 8.1 3 2 4 47 61 2 24 40 30.414 1 1 0 0 SB V1 STRUCK CENTRE GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2553870 3293 2 RED DEER 2 2 N K 32 ST 3/17/2011 10.45 3 2 8 47 61 2 24 40 30.224 4 3 0 0 NB V1 LOST CTRL & WENT OFF RD LT INTO CENTER GUARD WIRE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 1921604 3293 2 RED DEER 2 2 N K 32 ST OVERPASS 11/17/2011 22.4 3 2 4 47 61 2 24 40 30.161 6 3 0 0 SB V1 LOST CTRL, STRUCK FENCE ON EAST SIDE OF RD, WENT WEST ACROSS BOTH LANES OF SB HWY & STRUCK RD SIGN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z745987 3293 2 RED DEER 2 100 N M 32 ST NB IN FRONT OF SPORTS HALL OF FANE 3/2/2011 9 3 2 8 47 61 2 24 40 29.964 0 0 NB V1 STRUCK GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2628105 3293 2 RED DEER 2 HWY NB NEAR SPORTS MUSSEUM 11/17/2011 3 3 2 8 47 61 2 24 40 29.778 4 3 0 0 V1 NB , V1 HIT A PATCH OF ICE COLLIDING WITH WIRE FENCING .After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2344858 3293 2 RED DEER 2 1 N K 32ND STREET EXIT N B 1/20/2011 7.4 3 2 8 47 61 2 24 40 29.233 4 3 0 0 NB V1 SLID INTO MERIDIAN CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2553773 3293 2 RED DEER 2 1 N K 32 ST 1/12/2011 15.35 3 2 8 47 61 2 24 40 29.226 1 1 0 0 NB V1 WENT OFF RD LT, AS WINDOWS NOT PROPERLY DEFROSTED.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z721107 3293 2 RED DEER 2 1 N M 32 ST 1/20/2011 2.05 3 2 8 47 51 2 24 35 28.366 0 0 V1 REPORTED STOLEN, V1 ROLLED INTO MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2593435 3293 2 RED DEER 2 100 S M 32ND ST 4/3/2011 15 3 2 8 47 61 2 24 35 28.129 1 1 0 0 NB V1 WENT OFF RD LT INTO CENTER MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z721112 3293 2 RED DEER 2 SOUTH OF 32 ST OVERPASS 1/18/2011 7 3 2 4 47 51 2 24 35 27.816 0 0 SB V1 LOST CTRL & SPUN INTO DITCH, WENT OFF RD TO THE LT.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2484726 3293 2 RED DEER 2 NEAR 32 STREET 2/27/2011 7.47 3 2 8 47 41 2 24 30 27.197 1 3 0 0 NB V1, FISHTAILED, SPUN OUT, STRUCK MEDIAN & SLID TO EAST SIDE DITCH.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2535061 3293 2 RED DEER 2 1 S K 32 ST SB 7/27/2011 10 3 2 4 4 47 47 61 2 24 30 27.032 1 1 0 0 V1 SB, UNABLE TO MAINTAIN LANE, STRUCK CTR CABLE BARRIER, DEBRIS FLEW OFF V1, STRUCK V2.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2593372 3293 2 RED DEER 2 100 N M 19 ST 11/28/2011 19.27 3 2 8 70 61 2 24 25 26.567 1 3 0 0 VEH MERGING, ACCELERATED TO 60-80 KM/H, LOST CTRL DUE TO ICE, FISHTAILED, OFF RD LT INTO BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 1733212 3293 2 RED DEER 2 100 S M HWY 2A 11/30/2011 2.11 3 2 8 47 61 2 24 25 25.924 4 3 0 0 VEH NB, GOING AROUND CUURVE, LOST BALANCE, TAPPED BRAKES, LOST CTRL OFF RD.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z655175 3293 2 RED DEER 2 NORTH OF HWY 2A EXIT S/B 12/2/2011 12.52 3 2 4 47 61 2 24 25 25.776 0 0 SB V1 LOST CTRL & STRUCK MEDIAN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z721146 3293 2 RED DEER 2 NEAR OVERPASS HWY 2A 1/27/2011 14.4 3 2 4 47 61 2 24 25 25.532 0 0 SB V1 LOST CTRL & STRUCK RAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z720751 3293 2 RED DEER 2 002A ON RAMP WEST 12/3/2011 14.56 3 2 6 97 61 2 24 25 25.474 0 0 VEH ON BEND, VEH LT RD, STRUCK LIGHT POLE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z746236 3293 1 RED DEER 2 NB JUST AFTER GAETZ AVE EXIT 12/2/2011 8 3 2 8 47 61 2 24 25 25.451 0 0 NB V1 STRUCK PATCH OF ICE, SPUN AROUND & STRUCK GUARD RAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593352 3293 2 RED DEER 2 500 S M 19 ST 8/20/2011 7.2 3 2 4 47 61 2 24 25 25.382 1 1 0 0 V1 SB, OFF RD LT INTO GUARDWIRE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2488291 3312 2 RED DEER 2 GAETZ AVE 1/19/2011 9.58 3 2 8 47 61 2 24 25 25.229 4 3 0 0 NB V1 STRUCK HEAVY SLUSH & SPUN CAR AROUND & COLLIDED FRONT END WITH GUARD RAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z750933 3293 2 RED DEER 2 1 S K 19 ST 3/17/2011 21.25 3 2 4 97 61 2 24 25 25.088 0 0 V1 WAS SB ON OFF RAMP, VEH ROUNDED RAMP CORNER & LOST CTRL, STRUCK GUARD RAIL & ROLLED.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593391 3293 2 RED DEER 2 4 S M 19 STREET 11/17/2011 6.3 3 2 8 47 61 2 24 25 25.038 1 3 0 0 V1 NB, LOST CTRL, OFF RD LT INTO RAIL, XREF 2610351.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2535264 3293 2 RED DEER 2 3 N M 19 ST GRETZ FLYOVER 3/21/2011 7.25 3 2 8 47 41 2 24 25 25.035 4 3 0 0 NB V1 BEGAN TO SPIN UP SLIGHT INCLINE, LOST CTRL, SPUN INTO, JK IN CENTER MEDIAN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2535128 3293 2 RED DEER 2 SB BETWEEN EXIT 394 & GAETZ AVE FLYOVER 3/21/2011 7 3 2 4 47 61 2 24 25 24.932 4 3 0 0 SB V1 LOST CTRL & SPUN INTO GUARD RAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2535185 3293 2 RED DEER 2 1 S K 19 ST 2/27/2011 7.4 3 2 4 47 51 2 24 25 24.922 5 3 0 0 SB V1 LOST CTRL, OFF RD LT INTO MEDIAN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2118929 3293 2 RED DEER 2 595 APPROX 75 M FROM HWY 595 2/26/2011 10 3 2 4 47 61 2 24 25 24.783 4 3 0 0 SB V1 STRUCK EB GUARDWIRES.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z654969 3293 2 RED DEER 2 002A 11/18/2011 9.5 3 2 1 47 61 2 24 24 24.63 0 0 VEH NB, LOST CTLR, OFF RD LT.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z750597 3293 2 RED DEER 2 GASOLINE ALLEY 3/21/2011 7 3 2 5 47 61 2 24 24 24.39 0 0 SB V1 STRUCK ICE, LOST CTRL GOING OFF RD LT & STRUCK HIGHWAY DIVIDER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553844 3293 2 RED DEER 2 3 S K RED DEER NB 1/20/2011 10.3 3 2 1 47 61 2 24 24 24.264 4 3 0 0 NB V1 LOST CTRL, WENT OFF RD LT & STRUCK CABLE BARRIER WIRE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553852 3293 2 RED DEER 2 500 S M GAETZ AVE 2/26/2011 10 3 7 5 5 47 5 97 2 24 24 24.257 4 3 0 0 V1 LOST CTRL & SPUN INTO PARKED V2 IN DITCH.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593323 3293 2 RED DEER 2 1 S K 19 ST S/B 12/23/2011 8.4 3 2 5 47 61 2 24 24 24.241 1 3 0 0 V1 WENT OFF RD LT INTO CENTRE MEDIAN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553748 3293 2 RED DEER 2 GAS ALLEY 1/10/2011 7.35 3 2 1 47 61 2 24 24 24.145 1 3 0 0 NB V1 LOST CTRL & STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2535678 3293 2 RED DEER 2 2 S K RED DEER NB LANES 11/17/2011 19.41 3 2 1 47 61 2 24 22 23.271 4 3 0 0 VEH NB, LOST CTRL, SKID, STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z620909 3293 2 RED DEER 2 0.5 N K MCKENZIE OVERPASS EXIT 39 3/5/2011 17 3 2 1 47 61 2 24 22 22.473 0 0 NB V1 GOT CAUGHT IN SNOW & STRUCK THE MEDIAN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z746302 3293 2 RED DEER 2 UNDER MACKENZIE OVERPASS 1/7/2011 22.14 3 2 1 47 61 2 24 22 22.275 0 0 V1 OVER CORRECTED STEERING & SWERVED INTO GUARD RAIL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553723 3293 2 RED DEER 2 5 S M MACKENZIE RD 2/27/2011 11.1 3 2 2 47 61 2 24 22 21.776 1 3 0 0 NB V1 LOST CTRL & WENT OFF RD LT INTO CENTER MEDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553740 3293 2 RED DEER 2 500 S M MCKENZIE OVERPASS 1/28/2011 16 3 2 5 47 61 2 24 20 20.984 4 3 0 0 SB V1 LOST CTRL & ROLLED LANDING ON CENTER MEDIAN BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535265 3293 2 RED DEER 2 1 S K MCKENZIE ROAD EXIT 391 4/3/2011 23.1 3 2 1 47 61 2 24 20 20.923 1 1 0 0 NB V1 ALL OVER RD, ONTO LT SHOULDER INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2344853 3293 2 RED DEER 2 1 S K MCKENZIE RD SB 2/3/2011 7.07 3 2 4 47 61 2 24 20 20.823 1 3 0 0 SB V1 IN RT LANE GOING AROUND CURVE LOST CTRL ON ICE & SLID INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2028968 3293 2 RED DEER 2 1.5 S K MACKENZIE RD 2/5/2011 16.45 3 2 4 47 51 2 24 20 20.776 6 98 0 0 SB V1 SLID OFF RD LT & ROLLED IN CENTER DITCH.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z738588 3293 2 RED DEER 2 5 N K HWY 42 2/26/2011 12.57 3 1 8 47 61 2 24 20 20.41 0 0 NB V1 LOST CTRL & COLLIDED WITH CENTER WIRE MEDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder



2011 2553707 3293 2 RED DEER 2 3 N K HWY 42 8/16/2011 15.3 3 2 1 47 61 2 24 20 18.694 1 1 0 0 V1 NB, HAD TO AVOID HITTING V2 WHEN V2 HIT BRAKES, V1 WENT ON LT SHOULDER, HIT CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2624055 3237 2 PENHOLD 2 10 S K RED DEER 11/24/2011 8.15 3 2 8 47 61 2 24 20 18.159 1 3 0 0 V1 NB, PU LOST CTRL, SLID INTO PATH OF V1, V1 SKID INTO MEDIAN, CLIPPED CABLE BARRIER, SPUN INTO E DITCH.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z742278 3293 2 RED DEER 2 2 N K HWY 42 BETWN INNISFAIL & RED DEER 1/7/2011 12 3 2 1 47 61 2 24 20 17.889 0 0 NB V1 LOST CTRL, OFF-RD LT INTO GUARD WIRE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553729 3237 2 PENHOLD 2 2 N K HWY 042 2/26/2011 13.1 3 2 1 47 61 2 24 20 17.369 4 3 0 0 REF WITH CASE # 2553728After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553728 3237 2 PENHOLD 2 2 N K HWY 42 NB LANE 2/26/2011 13.1 3 2 1 47 61 2 24 20 17.369 4 3 0 0 V1 NB, V1 LOST CTRL, JK & LEFT RD LT, INTO CABLE BARRIER TO AVOID COLLISION REF WITH CASE # 2553729After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2583074 3293 2 RED DEER 2 5 S K MACKENZIE RD EXIT 391 2/26/2011 8.56 3 2 5 47 61 2 24 20 17.271 4 3 0 0 SB V1 LOST CTRL, WENT OFF RD LT INTO GUARD WIRE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 1732437 3293 2 RED DEER 2 1.5 N K HWY 42 3/17/2011 8.1 3 2 1 47 41 2 24 20 17.185 4 3 0 0 NB V1 LOST CTRL & STRUCK CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535711 3293 2 PENHOLD 2 1 N K HWY 42 NB 11/29/2011 22 3 2 1 47 61 2 24 20 16.692 1 3 0 0 V1 NB, SWERVED INTO CABLE BARRIER TO AVOID COLLISION WITH UK VEH.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553680 3265 2 OLDS 2 1 N K HWY 42 1/7/2011 16.42 3 2 1 47 61 2 24 20 16.691 1 1 0 0 NB V1 WENT INTO DITCH & STRUCK WIRE GUARD RAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553791 3293 2 RED DEER 2 1 N K HWY 42 1/8/2011 11 3 2 1 47 61 2 24 20 16.685 6 3 0 0 NB V1 STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2553786 3293 2 RED DEER 2 800 N M HWY 42 1/8/2011 11.15 3 2 1 24 61 2 24 20 16.658 6 3 0 0 V1 STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2639125 3293 2 RED DEER 2 10 S K GAS ALLEY SB EXIT RAMP TO HWY 042 12/19/2011 17.3 3 2 5 47 61 2 24 15 16.333 1 3 0 0 SB V1 LOST CTRL & STRUCK DITCH & A SIGN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593312 3237 2 PENHOLD 2 42 12/2/2011 10.2 3 2 1 47 61 2 24 15 15.609 1 3 0 0 NB V1 LOST CTRL & OFF RD LT INTO GUARD RAIL.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593374 3237 2 PENHOLD 2 100 S M HWY 42 9/18/2011 1 3 2 5 47 61 2 24 15 15.577 1 1 0 0 V1 SB , PASSENGER GOT INTO HEATED ARGUMENT INSIDE , PASSENGER GRABBED WHEEL OFF RD LEFT STRICKING GUARD WIRE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2593304 3237 2 PENHOLD 2 5 S M HWY 42 12/2/2011 6.3 3 2 1 47 61 2 24 15 15.182 4 3 0 0 V1 NB, OFF RD LT, STRUCK GUARD WIRE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2485083 3237 2 PENHOLD 2 1 S K HWY 42 NORTHBOUND 1/20/2011 9.3 3 2 1 47 61 2 24 10 14.702 1 3 0 0 NB V1 RAN OFF RD & STRUCK MEDIAN FENCE.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z746182 3237 2 PENHOLD 2 1 S M PENHOLD BRIDGE HWY 42 SB LANES 3/17/2011 22.3 3 2 5 47 61 2 24 10 14.682 0 0 SB V1 HIT ICE & STRUCK RD SIGN.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 Z654927 3237 2 PENHOLD 2 1 S K HWY 42 N/B LAKES 11/24/2011 5.55 3 2 1 47 61 2 24 10 14.671 0 0 VEH NB, LOST CTRL, WENT OFF RD LT, STRUCK CABLE BARRIER.After 4:1 > 9.0 m Shoulder 4:1, > 9.0 m, Shoulder

2011 2535706 3237 2 PENHOLD 2 1 S K HWY 42 11/24/2011 8 3 2 1 47 61 2 24 10 14.65 5 3 0 0 NB V1 LOST CTRL, SPUN CCW INTO CENTER MEDIAN CABLE BARRIER.After 6:1 > 9.0 m Shoulder 6:1, > 9.0 m, Shoulder

2011 2553875 3237 2 PENHOLD 2 JUST SOUTH OF HWY 42 OVERPASS NB 3/20/2011 10 3 2 1 47 61 2 24 10 14.37 4 3 0 0 NB V1 STRUCK ICY PATCH, SKIDDED INTO MEDIAN & STRUCK THE CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z747725 3073 2 RED DEER 2 12 S K RED DEER NB 1/8/2011 11.3 3 2 1 47 61 2 24 10 13.889 0 0 NB V1 SWERVED TO AVOID TRUCK, LOST CTRL & STRUCK GUARD RAIL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z736917 3293 2 RED DEER 2 12 S K RED DEER 1/8/2011 13 3 2 5 47 61 2 24 10 13.851 0 0 V1 SLID ON BLACK ICE IN WINDY CONDITION, OFF RD TO LT.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535444 3237 2 PENHOLD 2 1.2 S K HWY 42 1/7/2011 11.29 3 2 1 47 61 2 24 10 13.473 1 3 0 0 NB V1 BEGAN FISHTAILING & LOST CTRL, OFF RD LT & INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2488643 3237 2 PENHOLD 2 1 S K HWY 42 3/25/2011 5 3 2 2 47 61 2 24 10 13.298 1 2 0 0 NB V1 WENT OFF RD COLLIDING WITH METAL FENCE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z659731 3237 2 INNISFAI 2 13 N K INNISFAIL 11/23/2011 21.15 3 2 2 47 61 2 24 10 12.433 0 0 NEB V1 SPUN OUT OF CTRL & COLLIDED WITH POST IN MEDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z703415 3293 2 RED DEER 2 15 S K RED DEER 1/20/2011 21 3 2 2 47 61 2 24 10 10.994 0 0 NB V1 STRUCK PATCH OF ICE, SPUN OUT, WENT OFF RD TO THE LT & ENDED UP FACING SB.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553801 3237 2 INNISFAI 2 5 N M OLD POLE RD TWP RD 362 SOUTH BOUND LANE CENTRE DITCH 3/22/2011 23.13 3 2 6 47 61 2 24 10 9.187 4 3 0 0 SB V1 LOST CTRL, CROSSED LT LANE, HIT DITCH & THEN STRUCK CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z720999 3293 2 PENHOLD 2 1 N K OLD POLE RD 2/10/2011 6 3 2 6 47 61 2 24 10 9.136 0 0 V1 SB, LOST CONTROL ON ICE, WENT OFF RD LT, ENTERED CENTER MEDIAN & STRUCK SAFETY BARRICADE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535365 3237 2 INNISFAI 2 1 N K OLD POLE ROAD S B 3/19/2011 19.54 3 2 6 47 61 2 24 10 8.738 1 3 0 0 SB V1 LOST CTRL, ENTERED CENTER MERIDIAN, NEARLY WENT COMPLETELY UNDER CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535132 3237 2 INNISFAI 2 200 N M OLDPOLE RD TWP RD 362 3/22/2011 23.05 3 2 2 47 61 2 24 10 8.436 1 3 0 0 NB V1 STARTLED BY SB VEH WHO STRUCK CABLE BARRIER, V1 OVER STEERED, LOST CTRL, SPUN THEN LANDED IN THE CABLE BARRIER STRIKING THE REAR OF THE VEH.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535656 3237 2 INNISFAI 2 100 N M OLD POLE ROAD 9/27/2011 10.25 3 2 2 24 61 2 24 10 8.346 1 1 0 0 V1 CUT OFF BY ANOTHER VEH, HIT GRDRL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553698 3237 2 INNISFAI 2 OLD POLE ROAD SB 7/19/2011 17.22 3 2 6 47 61 2 24 10 8.239 2 2 0 0 VEH SB, STRUCK VERY LARGE PUDDLE IN FAST LANE, LOST CTRL, OFF RD LT.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2233144 3237 2 INNISFAI 2 5 N K INNISFAIL ANTLER HILL 10/19/2011 23.27 3 2 6 47 61 2 24 10 7.896 1 1 0 0 V1 STATED ANIMAL CROSSED RD, SWERVED INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535394 3237 2 INNISFAI 2 ANTLER HILL N/B LANES 1/1/2011 9.28 3 2 2 47 61 2 24 10 7.869 1 3 0 0 NB V1 STRUCK MERIDIAN CABLES RESULTING IN V1 ROLLOVER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553846 3237 2 INNISFAI 2 NORTH OF ANTLER HILL 2/28/2011 8.15 3 2 2 47 61 2 24 10 7.619 4 3 0 0 V1 NB, STRUCK PATCH OF ICE, OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2593325 3237 2 INNISFAI 2 1 S K OLD POLE RD TWP RD 362 AT ANTLER HILL NB 12/27/2011 10.3 3 2 2 47 61 2 24 10 7.246 1 1 0 0 V1 NB, PASSED ON RT BY PU, V1 SPOOKED, DROVE INTO CTR MEDIAN, HIT CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535008 3237 2 INNISFAI 2 1-2KM S OF ANTLER HILL 5/23/2011 13.13 3 2 6 47 61 2 24 10 6.658 2 2 0 0 V1 SB #1 LANE PASSING A SEMI, V1 LOST CONTROL WHEN THERE WAS A SMALL WIND GUST AND OVER CORRECTED PUTTING VEH INTO MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2593437 3237 2 INNISFAI 2 HALFWAY UP ANTLER HILL S/B 4/16/2011 2 3 2 6 47 61 2 24 10 6.432 1 1 0 0 DRI SB, DOZED OFF, OFF RD INTO GRDRL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535302 3237 2 INNISFAI 2 5 N K INNSIFAIL ON HWY #2 N B LANES NEAR OLD POLE ROAD 1/28/2011 20.4 3 2 2 47 41 2 24 10 5.95 4 3 0 0 NB V1, STUCK ICE, LOST CTRL & ROLLED & WENT INTO MEDIAN, DID NOT HIT GUARD RAIL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z733465 3237 2 INNISFAI 2 5 N K INNISFAIL 2/2/2011 5.45 3 2 2 47 61 2 24 10 5.444 0 0 NB V1 STARTED FISHTAILING & VEERED OFF LT OF RD & STRUCK POST.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z747090 3293 2 INNISFAI 2 20 S K RED DEER VEHICLE NORTHBOUND 1/20/2011 10.05 3 2 2 47 61 2 24 10 5.298 0 0 NB V1 STRUCK ICE, OVER RD RT, SPUN AROUND & STRUCK MERIDIAN POST.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z703632 3293 2 INNISFAI 2 20 S K RED DEER 3/23/2011 8 3 2 6 47 61 2 24 10 4.999 0 0 SB V1 LOST CTRL, SLID INTO CENTER MEDIAN, BACK OF V1 CAUGHT WIRE GUARD & VEH DROVE OUT OF DITCH.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2344632 3237 2 INNISFAI 2 TOP OF ANTLER HILL 2/26/2011 14 3 2 2 47 61 2 24 10 4.997 4 3 0 0 NB V1 LOST CTRL OF TRAILER, RAN OFF RD & STRUCK THE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553798 3237 2 INNISFAI 2 ANTLER HILL 1/20/2011 9.45 3 2 6 47 61 2 24 10 4.586 1 3 0 0 SB V1 STRUCK CABLE BARRIER IN MEDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 1954490 3237 2 INNISFAI 2 GOING UP ANTLER HILL 3/25/2011 7.45 3 2 2 47 61 2 24 10 4.534 5 3 0 0 NB V1 STRUCK ICE, VEERED OFF TO LT & STRUCK THE CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2639120 3237 2 INNISFAI 2 4 S K OLS POLE ROAD ON ANTLER HILL SB LANES 2/25/2011 9.35 3 2 2 47 41 2 24 10 4.159 4 3 0 0 VEH SB LOST CONTRAL ON ICEY SURFACE AND STRUCK CENTER MEDIAN. REF WITH CASE # 2535197After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535197 3237 2 INNISFAI 2 4 S K OLD POLE RD ON ANTLER HILL SB LANE 2/25/2011 9.35 3 2 2 47 41 2 24 10 4.159 4 3 0 0 V1 LOST CTRL & STRUCK CENTER MEDIAN. REF WITH CASE # 2639120After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553683 3237 2 INNISFAI 2 2 N K HWY 590 3/9/2011 17.46 3 2 2 47 61 2 24 10 4.038 1 3 0 0 V1 CAME ACROSS SNOW DRIFT, DECELERATED & BEGAN FISHTAILING, OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2423801 3237 2 INNISFAI 2 4 N K HWY 590 ANTLER HILL 12/2/2011 10.3 3 2 2 47 61 2 24 10 4 4 3 0 0 VEH NB, SLIPPED ON ICE, WIND PUSHED TRUCK INTO A SKID, PUT TRUCK INTO CABLES DOWN CTR.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535736 3237 2 INNISFAI 2 4 N K HWY 590 11/28/2011 4.2 3 2 2 47 61 2 24 10 4 4 3 0 0 V1 NB, SPUN INTO CTR MEDIAN, COLLIDED WITH GRDRL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535732 3237 2 INNISFAI 2 4 N K HWY 590 11/24/2011 1.42 3 2 6 47 61 2 24 10 4 1 3 0 0 V1 SB, LOST CTRL, ENTERED MEDIAN, STRUCK CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z757559 3237 2 INNISFAI 2 UNK 2/26/2011 20 3 2 2 47 61 2 24 10 3.506 0 0 V1 NB, RAN OFF RD LT IN WHITEOUT CONDITIONS, HIT CENTER MEDIAN CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535088 3237 2 INNISFAI 2 3.5 N K HWY 590 8/5/2011 14.1 3 2 2 47 61 2 24 10 3.5 1 1 0 0 V1 NB, TRAILER DISCONNECTED FROM TOWING, V1 CROSSED THREE LANES, HIT BARRIER IN CTR MEDIAN.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2488504 3237 2 INNISFAI 2 3 N K HWY 54 3/23/2011 19.3 3 2 2 47 61 2 24 10 2.998 1 3 0 0 V1 NB LOST CONTROL ON ICE, HIT GRDRL.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553855 3237 2 INNISFAI 2 4 N K INNISFAIL 3/5/2011 11.01 3 2 6 47 61 2 24 10 2.357 1 3 0 0 V1 SB FAST LANE, LOST CONTROL, HITTING MEDIAN GRDRL, FINAL RESTING POSITION WB.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2553677 3237 2 INNISFAI 2 2 N K INNISFAIL 1/1/2011 20.03 3 2 2 47 41 2 24 10 2 4 3 0 0 NB V1 LOST CTRL WENT OFF RD LT INTO CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535275 3237 2 INNISFAI 2 2 N K HWY 590 4/2/2011 16 3 2 2 47 61 2 24 10 1.997 1 2 0 0 NB V1 MADE LIGHT CONTACT WITH CABLE BARRIER.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 Z768176 3237 2 INNISFAI 2 1.5 N K INNISFAIL 11/28/2011 5.3 3 2 9 47 61 2 24 10 1.658 0 0 V1 LOST CTRL & COLLIDED WITH DIVIDER CABLE(FENCE) IN LT DITCH.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2639039 3237 2 INNISFAI 2 NORTH OF HWY 590 11/28/2011 7.3 3 2 2 47 61 2 24 10 1.328 1 3 0 0 V1 NB, PASSED ANOTHER VEH, LOST CTRL, HIT LT DITCH, HIT GUARD FENCE.After 5:1 > 9.0 m Shoulder 5:1, > 9.0 m, Shoulder

2011 2535015 3237 2 INNISFAI 2 800 N M HWY 590 SB 5/15/2011 3.2 3 2 6 47 61 2 24 5 0.559 6 1 0 0 V1 SB, WIND GUST FORCED OFF RD LT INTO CTR MEDIAN, CONTACTED CABLE BARRIER, STRUCK CABLE BARRIER (2 POSTS).After 6:1 > 9.0 m Ditch 6:1, > 9.0 m, Ditch

2005 1551384 1886 2 LEDUC 2 002A NW 92-93 12/5/2005 6.5 3 2 8 70 61 2 30 45 34.004 3 3 0 0 V1 NB, V1 STRUCK GUARD RAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1717281 1872 2 LEDUC 2 002A OFF RAMP FROM HWY 2 SOUTHBOUND ONTO HWY 2A SOUTHBOUND7/19/2005 1 3 2 5 97 61 2 30 45 33.87 1 1 0 0 V1 SEB ON OFFRAMP, SWERVED HARD TO LT, SLID SIDEWAYS, STRUCK CEMENT MERIDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1717111 1872 2 LEDUC 2 AT EXIT 516 TO 2A 11/17/2005 10 3 2 5 47 61 2 30 40 33.364 1 2 0 0 V1 SB, TOOK EYES OFF RD AND WAS STARTLED BY DAUGHTER, STRUCK GUARD RAIL, SPUN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1716874 1872 2 LEDUC 2 0.5 S K HWY 2A TURNOFF EXIT #516 OFF ROAD LEFT INTO DIVIDED HIGHWAY MEDIAN 8/25/2005 6.45 3 2 1 26 41 2 30 40 33.358 1 1 0 0 V1 NB VEERED OFF RT SHOULDER TO MISS DOG, V1 LOST CTRL, ENTERED MEDIAN, UP ONTOSHOULDER OF SB SIDE OF HWY.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1874874 1872 2 LEDUC 2 50 AVE OVERPASS INTERSECTION @ 50TH AVE 11/5/2006 17 3 12 1 47 61 2 30 50 35.207 4 3 0 0 V1 NB SPUN, STRUCK LT GRDRL, SPUN.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2006 1717220 1872 2 LEDUC 2 1 N K OF HWY 2A 5/23/2006 13 3 2 1 47 61 2 30 50 34.724 2 2 0 0 V1 WB, V1 HYDROPLANED, ENTERED CENTER MEDIAN, STRUCK ROAD SIGN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1874988 1872 2 LEDUC 2 0.5 S K 50 AVE 10/28/2006 18.45 3 2 5 47 61 2 30 50 34.7 3 3 0 0 V1 SB SPUN, FT LT CORNER STRUCKGRDRL, SPUN, REAR LT CORNER STRUCK GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1874169 1886 2 LEDUC 2 BLACK GOLD OVERPASS 11/28/2006 14.3 3 7 1 1 5 47 97 2 30 47 34.478 1 3 0 0 V1 NB LOST CTRL, RORL, STRUCK V2 PARKED IN DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1520321 1872 2 LEDUC 2 1 N K 2A OVERPASS TO WEKASTIWIN 11/27/2006 13.21 3 2 1 47 51 2 30 45 34.196 3 3 0 0 V1 NB LOST CTRL, ENTERED CENTER DITCH, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1825015 1872 2 LEDUC 2 SOUTH LEDUC EXIT 516 11/26/2006 23.3 3 2 1 47 41 2 30 40 33.526 4 3 0 0 V1 NB LOST CTRL, RORL, ENTERED MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1585317 1872 2 LEDUC 2 1 S K LEDUC 11/13/2006 13.3 3 2 5 47 61 2 30 40 33.511 4 3 0 0 V1 SB RORL, STRUCK LT GRDRL, SPUN, STRUCK RT GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2006 1519214 1872 2 LEDUC 2 NB LANES, IN MERIDIAN JUST S OF OVERPASS OVER BLACK GOLD DR11/25/2006 0.03 3 2 1 47 71 2 30 40 32.763 4 3 0 0 V1 NB RORL, STRUCK MERIDIAN SIDEWAYS, OT.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 2129857 1886 2 LEDUC 2 39 SOUTHBOUND LANES 12/27/2007 9.11 3 2 5 47 61 2 30 50 35.191 4 3 0 0 V1 S ON HWY IN RT LANE, LOST CTRL ON ICE, WENT INTO CENTER MEDIAN HIT GRDRL.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2007 1825001 1872 2 LEDUC 2 SOUTH OF EXIT 517 - ARB 5/22/2007 21.45 3 2 5 47 41 2 30 50 35.126 2 2 0 0 V1 TRAVELING SB, A SEMI-TRUCK IN THE CENTER LANES TRT WAS ENTERING HER LANE SO V1 MOVED OVER TO THE LT, V1 HIT THE LT MERIDIAN AND SPUN AROUND.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2007 1769171 1886 2 LEDUC 2 METRES SOUTH OF HWY 39 EXIT 2/11/2007 10 3 2 5 47 51 2 30 50 35.041 4 3 0 0 V1 TRAVELING SB, LOST CONTROL, WHEN INTO MERIDIAN, OT LANDED ON ITS WHEELS FACING NB.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2007 1874670 1872 2 LEDUC 2 200 S M HWY 39 OVERPASS 2/11/2007 7.4 3 2 8 47 51 2 30 50 35.008 4 3 0 0 V1 NB LOST CONTROL AND ROLLED.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2007 1824377 1872 2 LEDUC 2 BLACK GOLD OVER PASS NORTHBOUND 2/4/2007 22.45 3 2 1 47 71 2 30 47 34.408 4 3 0 0 V1 NB, LOST CONTROL ON ICY RD, STRUCK GUARD RAIL, V1 ROLLED.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 2129593 1886 1 LEDUC 2 BLACK GOLD DR BRIDGE 11/22/2007 13.25 3 2 5 47 61 2 30 47 34.398 4 3 0 0 V1 SB, LOST CTRL, ENDED UP IN MEDIAN, V1 HIT GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1971508 1872 2 LEDUC 2 100 N M HWY 2A ENTRANCE 4/9/2007 7.3 3 2 1 47 61 2 30 45 34.097 4 3 0 0 V1 JUST MERGED ONTO HWY, LOST CONTROL ICY ROADS, STRUCK GUARDRAIL ON WEST SIDE OF HWY.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1874308 1872 2 LEDUC 2 SOUTH EXIT 516(WERASKIWIN) 3/10/2007 20.22 3 2 5 47 61 2 30 45 34.082 1 1 0 0 V1 SB, SWERVED, STRUCK GUARD RAIL, CAME TO STOP ON SIDE OF RD.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 2129477 1872 2 LEDUC 2 002A AT HWY 2A OVERPASS 11/7/2007 3 2 7 97 61 2 30 45 33.895 1 3 0 0 VEH WB LOST CTRL ON ICE STRIKING GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2007 1825022 1872 2 LEDUC 2 002A EXIT RAMP #516 4/2/2007 8 3 2 1 97 61 2 30 45 33.79 4 3 0 0 V1 EB, STRUCK GUARD RAIL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 1973311 1886 2 LEDUC 2 NB EXIT INTO LEDUC @ 50 AVE 3/14/2008 20.3 3 2 1 97 61 2 30 50 35.032 4 3 0 0 V1 NB ON HWY, SLID OFF RD, COLLIDING WITH PLASTIC RD MARKER.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2008 2226048 1872 2 LEDUC 2 BTWN BLACKGOLD O/P AND EXIT TO 50 AVE 12/17/2008 13.2 3 2 5 47 61 2 30 50 34.963 4 3 0 0 V1 SB, RORR AND STRUCK TRAFFIC SIGN.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2008 1719629 1872 2 LEDUC 2 BLACK COLD DR OVERPASS 11/21/2008 8.15 3 2 1 47 51 2 30 50 34.585 1 3 0 0 V1 NB, LOST CONTROL ON ICY PATCH, ROLLED INTO DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2114341 1872 1 LEDUC 2 1 N K HWY 2A ON RAMP 12/30/2008 11 3 2 1 47 61 2 30 47 34.488 1 3 0 0 V1 NB, LOST CTRL, STRUCK MEDIAN GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2114838 1872 2 LEDUC 2 EXIT 516 0.5KM FRON 4/22/2008 9 3 2 1 47 61 2 30 47 34.344 4 3 0 0 V1 NB, SKID TO LT, THEN RT, INTO GRDRL, BOUNCED OFF GRDRL, ENDED UP STOPPING IN DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2114741 1872 2 LEDUC 2 300 N M HWY 2A 4/25/2008 6.45 3 2 8 70 61 2 30 45 33.997 5 3 0 0 V1 ACCELERATED, HIT BLACK ICE, LOST CTRL, WENT OFF RD LT, INTO CTR MEDIAN, STRUCK SIGN POST, HUNG UP IN GRDRL.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2115286 1872 1 LEDUC 2 002A HWY #2 SMITH RAMP FROM 2A 6/8/2008 20.5 3 2 3 97 61 2 30 45 33.892 1 1 0 0 V1 FAILED TO STOP FOR SHERIFF FOR SPEEDING, DRI LOCATED WALKING FROM VEH AFTER COLLIDING WITH OBJ2.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2008 2114334 1872 1 LEDUC 2 NB 12/5/2008 21.42 3 6 5 1 47 1 31 2 30 40 33.612 4 3 0 0 V2 NB HIT BY V1 AND V3 SB.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2257928 1886 2 LEDUC 2 50 AVE JUST BEFORE EXIT #517 OVERPASS 1/4/2009 9.3 3 2 5 47 51 2 30 50 35.148 1 3 0 0 VEH SB, HIT ICE, SLID RT AND LT, HIT CTR MERIDIAN, ROLLED OVER INTO NB FAR LANE ON HWY 2, VEH ENDED UP ON ITS ROOF.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2009 Z626119 1872 2 LEDUC 2 JUST SOUTH OF EXIT 517 12/10/2009 11.15 3 2 1 47 61 2 30 50 35.145 0 0 V1 NB, HIT BLACK ICE, LOST CONTROL, SPUN AROUND, STRIKING EB GRDRL.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2009 2129174 1872 2 LEDUC 2 300 S M HWY 39 2/24/2009 16 3 2 8 47 61 2 30 50 34.942 1 3 0 0 V1 NB, LOST CTRL ON OVERPASS, WENT INTO CTR MEDIAN, STRUCK POLE.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2009 2115390 1872 2 LEDUC 2 5 S K HWY 39 2/15/2009 11.3 3 2 3 70 71 2 30 50 34.899 1 3 0 0 V1 SB, HIT PATCH OF ICE, FISHTAILED, WENT INTO DITCH, HIT GUARD RAIL AND ROLLED.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2009 2257963 1872 2 LEDUC 2 50 AVE EXIT NORTH 12/9/2009 9.4 3 2 8 47 61 2 30 50 34.743 4 3 0 0 V1 NB, HIT ICE, WENT OUT OF CTRL, HIT GRDRL, ENDED UP IN EAST DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2386299 1872 2 LEDUC 2 EXIT 516 12/28/2009 10.15 3 2 5 20 41 2 30 45 33.95 5 3 0 0 V1 MERGING ONTO OFF EXIT, LOST CONTROL AND HIT DITCH.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2009 2257121 1872 2 LEDUC 2 002A HWY 2 NB ON EXIT ON RAMP TO HWY 2A 11/30/2009 16 3 2 2 97 61 2 30 45 33.793 4 3 0 0 VEH NB, LOST CTRL, SLID OFF HWY, HIT LIGHT POLE.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 Z713052 1872 2 LEDUC 2 39 11/22/2010 10.15 3 2 1 47 61 2 30 50 35.204 0 0 V1 NB, SLID INTO RAIL ON LT SIDE HWY EXIT.After 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2010 2386494 1872 2 LEDUC 2 1 N K 2A HWY 2/13/2010 8.45 3 2 5 47 61 2 30 50 35.198 1 98 0 0 V1 SB IN LT LANE, SLID OFF HWY HITTING GRDRL AND SNOW BANK.Before 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2010 2438273 1872 2 LEDUC 2 500 N M HWY 2A 12/2/2010 8.3 3 2 8 47 61 2 30 50 35.044 5 2 0 0 V1 NB LOST CTRL & STRUCK CABLE BARRIER.After 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2010 2385966 1872 2 LEDUC 2 39 EXIT 2/15/2010 9.46 3 2 8 47 51 2 30 50 34.843 1 2 0 0 V1 NB, LOST CONTROL OF VEH AND ROLLED INTO MEDIAN.Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 Z664196 1872 2 LEDUC 2 100 S M EXIT 517 (50 AVE) 12/19/2010 12.15 3 2 8 47 61 2 30 50 34.709 0 0 V1 NB ON BRIDGE PRIOR TO EXIT IN SLOW LANE, LOST CONTROL, STRUCK GRDRL ON WB SIDE OF NB LANES.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2438260 1872 2 LEDUC 2 10 S M BLACK COLD DR OVERPASS 11/17/2010 19.35 3 2 5 47 61 2 30 47 34.384 4 3 0 0 V1 RECENTLY MERGED SB, BLACK ICE ON BRIDGE, LOST CONTROL, ENTERING DIVIDING DITCH.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2359316 1872 2 LEDUC 2 1 N M HWY 2A HWY 2 SB AT EXIT 516 OFF RAMP 10/27/2010 13.19 3 2 6 97 41 2 30 45 34.044 97 3 0 0 V1 SB, MADE RT TURN AND TOOK EXIT, LOST CONTROL AND WENT TO BOTTOM OF LT DITCH, V1 CAME TO REST ON ITS SIDE, DS 5892074.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2518150 1872 2 LEDUC 2 100 N M HWY 2A 12/3/2010 8.45 3 2 1 24 61 2 30 45 33.955 4 3 0 0 V1 NB WHEN ANOTHER 2 VEHS IN FRONT INVOLVED IN COLLISION, V1 WENT INTO CENTRE MEDIAN, HITTING GRDRL CABLES TO AVOID IMPACT WITH OTHER VEHS.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2483692 1872 2 LEDUC 2 50 N M HWY 2A 9/25/2010 3.05 3 2 1 47 61 2 30 45 33.893 1 1 0 0 V1 NB , V1 DRIVER FELL ASLEEP AND SS MEDIAM BARRIER ON WEST SIDE OF NB LANE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2438221 1872 2 LEDUC 2 EXIT 516 TO HWY 2A 11/17/2010 21 3 2 5 47 61 2 30 45 33.834 4 3 0 0 V1 SB , V1 STRUCK ICE AND SPUN FULL CIRCLE TO THE LEFT DITCH STRIKING THE GUARDRAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2010 2400614 1872 2 LEDUC 2 ARB 1/22/2010 20.2 3 2 1 47 41 2 30 40 33.297 4 3 0 0 N/A Before 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z728074 1872 2 LEDUC 2 AT 50 AVE OP 1/29/2011 13.31 3 2 1 47 61 2 30 50 35.156 0 0 NB V1 LOST CTRL, LEFT RD TO THE LT, ALMOST THRU MEDIAN & STRUCK SB CABLE BARRIER.After 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2011 2438132 1872 2 LEDUC 2 100 S M OF 50 AVE HWY 2 NB ON TOP OF 50 AVE OVERPASS 1/9/2011 11.32 3 2 1 47 61 2 30 50 35.15 4 3 0 0 V1 NB GOING UP OVERPASS, V1 LOST CONTROL AND FIRST HIT LT CABLES THEN MOVED TO OTHER SIDE AND HIT GRDRL.After 4:1 ≤ 9.0 m Both Shoulders 4:1, ≤ 9.0 m, Both Shoulders

2011 Z749669 1872 2 LEDUC 2 39 SB AT HWY 39 7/1/2011 16.05 3 2 4 47 61 2 30 50 34.835 0 0 SB V1 STRUCK WIRE MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2562685 1872 2 LEDUC 2 LEDUC CITY CENTRE EXIT 1/8/2011 17 3 2 8 47 61 2 30 50 34.831 4 3 0 0 NB V1 STRUCK ICE CAUSING V1 TO FISHTAIL TO LT, SPUN AROUND COLLIDING WITH BARRIER THEN SPUN BACK ONTO HWY.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z728091 1872 2 LEDUC 2 3 N M HWY 2A 1/14/2011 11.2 3 2 8 47 61 2 30 50 34.671 0 0 NB V1 ROLLED & ENDED UP IN MIDDLE MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z733234 1872 2 LEDUC 2 3 N M HWY 2A 1/13/2011 15.15 3 2 8 47 41 2 30 50 34.596 0 0 NB V1 LOST CTRL OVER GUARD RAIL ENTERING EAST DITCH.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z749663 1872 1 LEDUC 2 500 N M OF HWY 2A OVERPASS 8/28/2011 16.15 3 2 5 47 61 2 30 50 34.556 0 0 SB V1 STRUCK CABLES BARRIER ON LT SHOULDER & KNOCKED DOWN ABOUT 13 METAL POSTS.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2338493 1872 2 LEDUC 2 500 N M HWY 2A PAST 50 AVE EXIT 1/2/2011 14 3 2 5 47 61 2 30 47 34.352 4 3 0 0 SB V1 WENT OFF THE RD & STRUCK LT GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2483970 1872 2 LEDUC 2 2 N M HWY 2A 5/9/2011 8.2 3 2 1 47 61 2 30 45 34.053 1 1 0 0 V1 NB, ATTEMPTED TO PULL OVER IN LT SHOULDER BECAUSE OF FLAT TIRE, MADE CONTACT WITH CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2111761 1872 2 LEDUC 2 100 S M OF BLACKGOLD RD OVERPASS N/B 10/11/2011 6.15 3 2 1 47 61 2 30 45 34.034 1 1 0 0 V1 NORTH ON RAMP , DRIFTED OFF RD LEFT AND MADE CONTACT WITH DIVIDING CABLE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z733229 1872 2 LEDUC 2 002A 2/5/2011 11.3 3 2 5 47 61 2 30 45 34.016 0 0 SB V1 LOST CTRL, ENTERED CENTER MEDIAN & COLLIDED WITH CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2566083 1872 2 LEDUC 2 LEFT LANE INTO CABLE BARRIER HWY 2A ONRAMP 10/15/2011 22.2 3 2 1 47 61 2 30 45 33.963 1 1 0 0 NB V1 PULLING A SMALL HOMEMADE TRAILER, V1 GOES OFF RD LT INTO CABLE BARRIER.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders



2011 2483994 1872 2 LEDUC 2 HWY 2 SB 60 METERS SOUTH OF EXIT 516 CENTRE DITCH 2/27/2011 13.27 3 2 5 47 51 2 30 45 33.911 4 3 0 0 SB V1 LOST CTRL, SLID SIDEWAYS INTO CENTER DITCH ACROSS BOTH LANES & ROLLED ONCE.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z728098 1886 2 LEDUC 2 NEAR EXIT 2A HWY 1/11/2011 9 3 2 1 47 61 2 30 45 33.805 0 0 NB V1 STRUCK GUARD RAIL.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2483948 1872 2 LEDUC 2 JUST BEFORE EXIT 516 9/2/2011 22.09 3 2 1 47 41 2 30 40 33.593 2 2 0 0 NB V1 WENT OFF RD & STRUCK MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2518254 1872 2 LEDUC 2 300 S M HWY 2A 1/1/2011 16.2 3 2 1 47 61 2 30 40 33.543 1 3 0 0 NB V1 STARTED TO SLIDE, ENTERED THE CENTER MEDIAN & STRUCK THE CABLE BARRIERS.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2483991 1872 2 LEDUC 2 0.5 S K 516 EXIT 1/2 KM SOUTH OF EXIT 516 IN CENTER MERIDIAN/DITCH 1/14/2011 16.45 3 2 5 47 71 2 30 40 33.334 4 3 0 0 SB V1 SLID & WENT OFF HWY THRU THE CABLE BARRIER & ROLLED.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 Z768232 1872 2 LEDUC 2 50 N K WETASKIWIN 12/25/2011 16.3 3 2 5 47 61 2 30 40 33.248 0 0 V1 WENT OFF RD LT & STRUCK BARRIER (CABLE)(POST).After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2386053 1886 2 LEDUC 2 1 S K HWY 2A 3/5/2011 14.3 3 2 2 47 61 2 30 40 32.783 97 97 0 0 V1 DRIVING IN LT LANE HIT ICE & COLLIDED WITH MEDIAN.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2011 2549856 1872 1 LEDUC 2 NO PRECISE LOCATION GIVEN 1/8/2011 13 3 9 6 47 61 2 30 40 32.45 4 3 0 0 SB V1 LOST CTRL, SPUN AROUND & STRUCK RT GUARD RAIL THEN SPINNING & STRUCK CABLE BARRIER TO THE LT.After 4:1 > 9.0 m Both Shoulders 4:1, > 9.0 m, Both Shoulders

2005 1579988 1886 1 LEDUC 2 50 ST 50 AVE OVERPASS 2/4/2005 12.15 3 2 5 47 61 2 32 5 0.075 4 3 0 0 V1 SB LOST CTRL, STRUCK GRDRL, SPUN INTO MEDIAN ON LT SIDE AND BACK ONTO HWY.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2005 1579656 1872 2 LEDUC 2 39 S/B OVERPASS 3/20/2005 15.5 3 2 5 47 61 2 32 5 0.026 1 1 0 0 V1 SB LOST CTRL, SLID ACROSS MEDIAN INTO NB LANES, ACROSS LANES, STRUCK GRDRL.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2005 1580277 1886 1 LEDUC 2 39 ON TOP OF 50 AVE OVERPASS 1/2/2005 8.3 3 2 1 47 61 2 32 5 0.025 1 3 0 0 VEH1 NB, LOST CTRL, STRUCK GRDRL.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2005 1343708 1886 1 LEDUC 2 39 ON O/P 04 3/20/2005 16.09 3 9 5 47 61 2 32 5 0.011 1 3 0 0 V1 SB LOST CTRL, STRUCK BOTH SIDES OF THE RD.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2005 1552180 1886 1 LEDUC 2 39 ON O/P 04 OVERPASS 3/15/2005 21.22 3 2 1 47 51 2 32 5 0.01 4 3 0 0 V1 NB HIT BLACK ICE, RORL, OT.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2006 1874107 1886 2 LEDUC 2 ON RAMP FROM 50 AVE 11/29/2006 8.15 3 2 1 97 51 2 32 5 0.32 1 3 0 0 V1 NB LOST CTRL, RORL, OT.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2006 1519512 1886 1 LEDUC 2 50 AVE EXIT 517 OFF RAMP 11/3/2006 9.1 3 2 5 76 61 2 32 5 0.05 1 3 0 0 V1 SB SWERVED TO AVOID ANIMAL, LOST CTRL, STRUCK INTRSTN MERIDIAN.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2006 1579618 1886 1 LEDUC 2 OVERPASS HWY 2 SOUTH @ 50 AVE 3/11/2006 9.28 3 2 5 47 61 2 32 5 0.03 4 3 0 0 V1 SB, V1 LOST CONTROL, SWERVED TO RIGHT, OVERCORRECTED AND STRUCK GUARD RAIL.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2007 1730019 1872 2 LEDUC 2 0.5 N K EXIT 517 2/5/2007 5.19 3 2 2 47 51 2 32 5 0.5 4 3 0 0 V1 TRAVELING NB, HIT ICE AND LOST CONTROL OF VEH , V1 RORL AND OT ONTO ROOF.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2007 1874793 1872 1 LEDUC 2 HWY 39 EXIT INTO LEDUC (SB) 2/20/2007 3 2 5 47 61 2 32 5 0.411 1 2 0 0 V1 SB LOST CTRL, OFF ROAD LT & THRU MERIDIAN, CROSSING NB LANES & INTO DITCH.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2008 Z593611 1872 1 LEDUC 2 39 2/10/2008 15 3 2 9 47 41 2 32 5 0.327 0 0 V1 SLID INTO DITCH.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2008 2114881 1872 1 LEDUC 2 ARB 4/20/2008 10 3 2 2 47 61 2 32 5 0.322 4 3 0 0 V1 NB, LOST CTRL DUE TO ICY CONDITIONS, STRUCK GRDRL. DUP CASE # Z633160 DELETED MAY 9, 2009Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2009 2257486 1872 2 LEDUC 2 BUSINESS OVERPASS NB LANE 3/5/2009 11.45 3 6 2 6 47 47 34 2 32 5 0.39 6 3 0 0 V1 NB, AVOIDED VEH IN FRT OF HIM, HIT V2, V1 THEN HIT GRDRL.Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2009 2226718 1872 2 LEDUC 2 LEDUC OVERPASS 2/25/2009 8.1 3 6 6 2 47 47 31 2 32 5 0.122 3 3 0 0 V2 NB, LOST CONTROL AND WENT ACROSS MEDIAN AND WAS HIT WHEN HE SAT IN THE SB LANE, DAMAGE STICKER ISSUED, REF WITH CASE 2226717Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2010 2483924 1872 2 LEDUC 2 0.7 N M HWY 39 9/18/2010 15.45 3 2 2 47 61 2 32 10 0.781 1 1 0 0 V1 NB IN I/L, UK V2 WENT LT INTO V1 LANE TO CAUSE HER TO TURN TO THE LT & STRUCK A PLASTIC POLE THEN A STEEL POLE WHICH WENT THRU HER WINDOW.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2010 2438500 1872 2 LEDUC 2 OVERPASS TO 50 AVE HWY 39 1/31/2010 9.3 3 2 2 47 51 2 32 5 0.327 1 3 0 0 V1 SLID LEFT OF RD AND ROLLED .Before 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2010 2518260 1872 2 LEDUC 2 5 N M 50 AVE 9/11/2010 19.05 3 2 1 47 41 2 32 5 0.287 1 1 0 0 V1 NB, FRONT LT TIRE BLEW, LOST CONTROL, ENTERED MEDIAN AND HIT FENCE ON EB SIDE OF HWY SB LANES.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2010 1875669 1872 2 LEDUC 2 HWY 2 SOUTHBOUND AT THE LEDUC EXIT 4/20/2010 11.06 3 6 2 6 47 47 32 2 32 5 0.28 1 1 0 0 V1 NB, TRAVELLING NB IN SB LANES WRONG DIRECTION, V1 NB STRUCK V2 SB LANE 1.During 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 Z749850 1872 2 LEDUC 2 2 S K 50 ST 12/12/2011 15.4 3 2 9 47 61 2 32 5 0.514 0 0 V1 SLIPPED TO SHOULDER/DITCH, SWIPED METAL WIRES ON MEDIAN DIVIDER.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

2011 2626936 1872 2 LEDUC 2 200 N M HWY 39 10/8/2011 12.49 3 2 5 24 61 2 32 5 0.059 1 1 0 0 SB V1 TRIED TO CHANGE LANES FROM #1 TO #2, SAW VEH IN LANE #2, V1 TRIED TO MOVE BACK TO LANE #1, LOST CTRL & STRUCK CABLE BARRIER IN CENTER BLVD.After 6:1 ≤ 9.0 m Shoulder 6:1, ≤ 9.0 m, Shoulder

Segmentation

Hwy 2 Sections of Different Median Widths Hwy 2 Sections with Different Median Widths and HTCB Installation Locations

Hwy 2 From (km) To (km) Narrow Median (≤ 9.0 m) Wide Median (> 9.0 m) Hwy 2 From (km) To (km) Hwy Length Segment Criteria

2:18 9.74 23.13 13.39 2:18 9.74 23.13 13.39 Wide Median-Median Ditch Installation

2:18 23.13 29.56 6.43 2:18/2:20 23.13 4.86 11.29 Narrow Median-Median Ditch Installation

2:20 0 4.86 4.86 2:20 4.86 16.45 11.59 Wide Median-Median Ditch Installation

2:20 4.86 16.05 11.19 2:20 16.45 25.67 9.22 Wide Median-Shoulder Installation

2:20 16.05 16.45 0.4 2:20 25.67 34.47 8.8 Shoulder Installation

2:20 16.45 25.67 9.22 2:20/2:22 34.47 1.69 2.79 Narrow Median-Median Ditch Installation

2:20 25.67 26.14 0.47 2:22 1.69 17.28 15.59 Median Ditch Installaiton

2:20 26.14 28.95 2.81 2:22 17.28 27.94 10.66 Wide Median Shoulder Installation

2:20 28.95 29.16 0.21 2:24 0 1.27 1.27 Median Ditch Installaiton

2:20 29.16 34.47 5.31 2:24 1.27 24.9 23.63 Wide Median Shoulder Installation

2:20 34.47 35.57 1.1 2:24 26.24 36.43 10.19 Shoulder Installation - both directions

2:22 0 1.69 1.69 2:30 32.55 35.23 2.68 Shoulder Installation - both directions

2:22 1.69 6.26 4.57 2:32 0 0.86 0.86 Narrow Median-Shoulder Installation

2:22 6.26 6.79 0.53 Total Hwy Length 121.96

2:22 6.79 9.53 2.74

2:22 9.53 10.04 0.51

2:22 10.04 27.94 17.9

2:24 0 24.9 24.9

2:24 26.24 36.43 10.19

2:30 32.55 34.86 2.31

2:30 34.86 35.23 0.37

2:32 0 0.86 0.86

17.43 104.53

Total Hwy Length 121.96

Median Ditch vs Shoulder Installation Data Hwy Cable Length Median Installation (Hwy L.) Shoulder Installation (Hwy L.) Median Installation (Cable L.) Shoulder Installation (Cable L.)

2:18 9.74 29.56 19.82 19.82 19.82

2:20 0 16.45 16.45 16.45 16.45

2:20 16.45 34.47 18.02 18.02 0.00 18.02

2:20 34.47 35.57 1.10 1.10 1.10

2:22 0 17.28 17.28 17.28 17.28

2:22 17.28 27.94 10.66 10.66 0.00 10.66

2:24 0 1.27 1.27 1.27 1.27

2:24 1.27 24.9 23.63 23.63 0.00 23.63

*2:24 26.24 36.43 20.38 10.19 0.00 20.38

*2:30 32.55 35.23 5.36 2.68 0.00 5.36

2:32 0 0.86 0.86 0.86 0.00 0.86

Cable Length on Hwy 134.83 55.92 66.04 55.92 78.91

Less Gaps 1.87 Gaps/Correction -0.1 0.1 -0.66 -1.21

Actual Cable Length 132.96 Highway Length 55.82 66.14 Cable Length 55.26 77.70

Total Hwy Length 121.96 Total Cable Lenghth 132.96

Median Ditch Installation

Shoulder Installation (* denotes installation in both direction)

Highway Sideslopes

Hwy 2 From (km) To (km) Sidslopes length

2:18 9.74 9.97 4:1 0.23

9.97 29.56 5:1 19.59

2:20 0 9.01 5:1 9.01

9.01 10.62 6:1 1.61

10.62 16.05 5:1 5.43

16.05 34.54 6:1 18.49

34.54 35.57 5:1 1.03

2:22 0 6.26 5:1 6.26

6.26 9.53 5:1 3.27

9.53 10.04 6:1 0.51

10.04 17.28 5:1 7.24

17.28 27.94 6:1 10.66

2.24 0 1.27 6:1 1.27

1.27 14.47 5:1 13.2

14.47 14.66 6:1 0.19

14.66 16.77 4:1 2.11

16.77 24.9 5:1 8.13

26.24 36.43 4:1 10.19

2:30 32.55 35.23 4:1 2.68

2:32 0 0.86 6:1 0.86

Total Hwy Length 121.96

Total 4:1 15.21

Total 5:1 73.16

Total 6:1 33.59

lookup tables

PLOTTED COLLISION DATA LOOKUP TABLES

OCCURRENCE MONTH

1 January

2 February

3 March

4 April

5 May

6 June

7 July

8 August

9 September

10 October

11 November

12 December

DAY OF WEEK Dates

1 Sunday 3/31/2010

2 Monday 6/30/2010

3 Tuesday

4 Wednesday C.S. From (km) To (km) Sideslope (>=6:1, 5:1, 4:1) C.S. From (km) To (km) Median (≤ 9.0 m, >9.0 m) C.S. From (km) To (km) Barrier location (Shoulder, Ditch)

5 Thursday 2:18 0 9.74 6:1 2:18 0 9.74 > 9.0 m 2:18 0.00 29.56 Ditch

6 Friday 9.74 9.97 4:1 9.74 23.13 > 9.0 m 2:20 0 16.45 Ditch

7 Saturday 9.97 29.56 5:1 23.13 29.56 ≤ 9.0 m 16.45 34.47 Shoulder

OCCURRENCE TIME 2:20 0 9.01 5:1 2:20 0 4.86 ≤ 9.0 m 34.47 35.57 Ditch

24 hr clock 9.01 10.62 6:1 4.86 16.05 > 9.0 m 2:22 0 17.28 Ditch

COLLISION SEVERITY 10.62 16.05 5:1 16.05 16.45 ≤ 9.0 m 17.28 27.94 Shoulder

1 Fatal 16.05 34.54 6:1 16.45 25.67 > 9.0 m 2:24 0 1.27 Ditch

2 Injury 34.54 35.57 5:1 25.67 26.14 ≤ 9.0 m 1.27 24.9 Shoulder

3 Property Damage 2:22 0 6.26 5:1 26.14 28.95 > 9.0 m 26.24 36.43 Both Shoulders

PRIMARY EVENT 6.79 9.53 5:1 28.95 29.16 ≤ 9.0 m 2:30 32 35.23 Both Shoulders

1 Struck Object 9.53 10.04 6:1 29.16 34.47 > 9.0 m 2:32 0 0.86 Shoulder

2 Off Road Left 10.04 17.28 5:1 34.47 35.57 ≤ 9.0 m

3 Right Angle 17.28 27.92 6:1 2:22 0 1.69 ≤ 9.0 m

4 Passing - Left Turn 2.24 0 1.27 6:1 1.69 6.26 > 9.0 m

5 Left Turn - Across Path 1.27 14.47 5:1 6.26 6.79 ≤ 9.0 m

6 Sideswipe 14.47 14.66 6:1 6.79 9.53 > 9.0 m

7 Other 14.66 16.77 4:1 9.53 10.04 ≤ 9.0 m

8 Rear End 16.77 22.3 5:1 10.04 27.94 > 9.0 m

9 Off Road Right 22.3 36.44 4:1 2:24 0 24.9 > 9.0 m

10 Head On 2:30 32 35.22 4:1 26.24 36.43 > 9.0 m

11 Passing Right Turn 2:32 0 0.86 6:1 2:30 32 34.86 > 9.0 m

12 Sideswipe - Same Direction 34.86 35.23 ≤ 9.0 m

13 Backing 2:32 0 0.86 ≤ 9.0 m

VEHICLE DIRECTION OF TRAVEL

1 Northbound

2 Northeastbound

3 Eastbound Sideslope Length Median Length Barrier Location Length

4 Southeastbound 4:1 15.21 ≤ 9.0 m 17.43 Ditch 55.92

5 Southbound 5:1 73.16 > 9.0 m 104.53 Shoulder 53.17

6 Southwestbound 6:1 33.59 Both Shoulders 12.87

7 Westbound

8 Northwestbound

9 Unknown

VEHICLE MANEUVER

1 Post-Collision Maneuver

5 Parked

10 Passing Maneuver

15 Being Passed

20 Merging

22 Diverging

24 Avoiding A Vehicle

26 Avoiding Other Objects

28 Other Lane - Changing Maneuver

30 Backing

32 Making A U-Turn

34 Making A Left Turn

36 Making A right Turn

45 Stopped/Stopping in Traffic

47 Moving Ahead

48 Unusual Maneuver

49 Unknown

51 Post-Collision Maneuver

55 Parked

60 Passing Maneuver

65 Being Passed

70 Merging

72 Diverging

74 Avoiding A Vehicle

76 Avoiding Other Objects

78 Other Lane - Changing Maneuver

80 Backing

82 Making A U-Turn

84 Making A Left Turn

86 Making A Right Turn

95 Stopping/Stopped In Traffic

97 Moving Ahead

98 Unusual Maneuver

99 Unknown

COLLISION TYPE

1 Angle left turn across path

2 Angle passing on left turn

8 Angle all others

11 Head-on cross through median

12 Head-on wrong way on one-way

18 Head-on all others

21 Rear-end parked vehicle

28 Rear-end all others

31 Sideswipe cross through median

32 Sideswipe wrong way on one-way

33 Sideswipe parked vehicle

34 Sideswipe opposite direction sideswipe

36 Sideswipe same direction sideswipe

38 Sideswipe all others

41 Run-off-road-only left/median side

42 Run-off-road-only T' intersection

48 Run-off-road-only all others

51 Run-off-road and overturn left/median side

52 Run-off-road and overturn T' Intersection

58 Run-off-road and overturn all others

61 Run-off-road and strike fixed object left/median side

62 Run-off-road and strike fixed object T' intersection

68 Run-off-road and strike fixed object all others

71 Run-off-road and strike fixed object and overturn left/median side

72 Run-off-road and strike fixed object and overturn T' intersection

78 Run-off-road and strike fixed object and overturn all others

90 Miscellaneous pedestrian

91 Miscellaneous over turn on roadway

92 Miscellaneous strike fixed object while traveling on roadway

93 Miscellaneous strike non-fixed object on roadway (include trains)

94 Miscellaneous strike animal

97 Miscellaneous multi-vehicle collision off roadway

98 Miscellaneous others

99 Miscellaneous unknown

ENVIRONMENTAL CONDITION

1 Clear

2 Raining

3 Hail/Sleet

4 Snow

5 Fog/Smog/Smoke/Dust

6 High Wind

97 Blank

98 Other

99 Unknown

SURFACE CONDITION

1 Dry

2 Wet

3 Slush/Snow/Ice

4 Loose Surface Material

5 Muddy

97 Blank

98 Other

99 Unknown

NATURAL LIGHT CONDITION (if selected)

1 Daylight

2 Sun glare

3 Darkness

99 Unknown

ARTIFICIAL LIGHT CONDITION (if selected)

1 No artificial light

2 Artificial light

97 Unknown

Sideslopes Hwy 2 Sections of Different Median Widths Hwy 2 Sections of Different Median Widths

Median After Pivots

Analysis Period After

Col. Type (Multiple Items)

Count of Year Column Labels After Collision Counts

Row Labels 2010 2011 Grand Total Control Section All Collisisions Casualty Collisions Fatal Collisions

18 26 57 83 2:18 83 9 0

2 3 6 9 2:20 181 20 2

3 23 51 74 2:22 120 13 0

20 64 117 181 2:24 180 15 1

1 2 2 2:30 30 2 0

2 12 6 18 2:32 5 1 0

3 52 109 161

22 31 89 120

2 2 11 13

3 29 78 107

24 40 140 180

1 1 1

2 4 10 14

3 36 129 165

30 9 21 30

2 1 1 2

3 8 20 28

32 2 3 5

2 1 1

3 2 2 4

Grand Total 172 427 599



Count of Year Column Labels After Collision Proportions Median Collisions

Row Labels 2010 2011 Grand Total Control Section PDO Collisions Injury Collisions Fatal Collisions

18 15.12% #### 13.86% 2:18 89.2 10.8 0

2 11.54% #### 10.84% 2:20 89 9.9 1.1

3 88.46% #### 89.16% 2:22 89.2 10.8 0

20 37.21% #### 30.22% 2:24 91.7 7.8 0.5

1 0.00% #### 1.10% 2:30 93.3 6.7 0

2 18.75% #### 9.94% 2:32 80 20 0

3 81.25% #### 88.95%

22 18.02% #### 20.03%

2 6.45% #### 10.83%

3 93.55% #### 89.17%

24 23.26% #### 30.05%

1 0.00% #### 0.56%

2 10.00% #### 7.78%

3 90.00% #### 91.67%

30 5.23% #### 5.01%

2 11.11% #### 6.67%

3 88.89% #### 93.33%

32 1.16% #### 0.83%

2 0.00% #### 20.00%

3 100.00% #### 80.00%

Grand Total 100.00% #### 100.00%



Count of Year Column Labels After Collision by Barrier Placement, Median Collisions

Row Labels 2010 2011 Grand Total Control Section All Collisions Casualty Collisions Fatal Collisions

Both Shoulders 27 67 94 Both Shoulders 94 8 0

2 2 6 8 Ditch 267 29 1

3 25 61 86 Shoulder 238 23 2

Ditch 83 184 267

1 1 1

2 12 16 28

3 71 167 238

Shoulder 62 176 238

1 2 2

2 8 13 21

3 54 161 215


1/2

Median After Pivots



Count of Year Column Labels After Collision by Median Width, Median Collisions


> 9.0 m 135 343 478 <= 9.0 m 80 10 0

1 3 3 > 9.0 m 478 47 3

2 15 29 44

3 120 311 431

≤ 9.0 m 22 58 80

2 4 6 10

3 18 52 70




Count of Year Column Labels After Collision by Median Width, Median Collisions


4:1 32 105 137 4:1 137 13 1

1 1 1 5:1 314 30 1

2 3 9 12 6:1 151 16 1

3 29 95 124

5:1 92 222 314

1 1 1

2 13 16 29

3 79 205 284

6:1 47 104 151

1 1 1

2 5 10 15

3 42 93 135


2/2

Median Before Pivots

Analysis Period Before


Count of Year Column Labels Before Collision Counts

Row Labels 2005 2006 2007 2008 2009 2010 Grand Total Control Section All Collisisions Casualty Collisions Fatal Collisions

18 12 19 15 20 18 2 86 2:18 86 26 1

1 1 1 2:20 148 60 5

2 3 7 6 4 5 25 2:22 121 48 4

3 9 11 9 16 13 2 60 2:24 284 93 4

20 27 28 24 29 35 5 148 2:30 52 12 1

1 3 1 1 5 2:32 22 7 0

2 12 12 10 12 8 1 55

3 12 16 13 16 27 4 88

22 13 21 24 29 27 7 121

1 1 3 4

2 5 6 11 10 8 4 44

3 8 15 13 18 16 3 73

24 35 59 59 61 46 24 284

1 1 2 1 4

2 14 23 17 19 10 6 89

3 21 35 40 41 36 18 191

30 5 10 13 12 9 3 52

1 1 1

2 1 2 3 4 1 11

3 4 8 10 8 7 3 40

32 6 4 5 2 4 1 22

2 1 1 3 2 7

3 5 3 2 2 2 1 15

Grand Total 98 141 140 153 139 42 713

Analysis Period Before


Count of Year Column Labels Before Collision Proportions Median Collisions

Row Labels 2005 2006 2007 2008 2009 2010 Grand Total Control Section PDO Collisions Injury Collisions Fatal Collisions

18 12.24% 13.48% 10.71% 13.07% 12.95% 4.76% 12.06% 2:18 69.8 29.1 1.1

1 0.00% 5.26% 0.00% 0.00% 0.00% 0.00% 1.16% 2:20 59.5 37.2 3.3

2 25.00% 36.84% 40.00% 20.00% 27.78% 0.00% 29.07% 2:22 60.3 36.4 3.3

3 75.00% 57.89% 60.00% 80.00% 72.22% 100.00% 69.77% 2:24 67.3 31.3 1.4

20 27.55% 19.86% 17.14% 18.95% 25.18% 11.90% 20.76% 2:30 76.9 21.2 1.9

1 11.11% 0.00% 4.17% 3.45% 0.00% 0.00% 3.38% 2:32 68.2 31.8 0

2 44.44% 42.86% 41.67% 41.38% 22.86% 20.00% 37.16%

3 44.44% 57.14% 54.17% 55.17% 77.14% 80.00% 59.46%

22 13.27% 14.89% 17.14% 18.95% 19.42% 16.67% 16.97%

1 0.00% 0.00% 0.00% 3.45% 11.11% 0.00% 3.31%

2 38.46% 28.57% 45.83% 34.48% 29.63% 57.14% 36.36%

3 61.54% 71.43% 54.17% 62.07% 59.26% 42.86% 60.33%

24 35.71% 41.84% 42.14% 39.87% 33.09% 57.14% 39.83%

1 0.00% 1.69% 3.39% 1.64% 0.00% 0.00% 1.41%

2 40.00% 38.98% 28.81% 31.15% 21.74% 25.00% 31.34%

3 60.00% 59.32% 67.80% 67.21% 78.26% 75.00% 67.25%

30 5.10% 7.09% 9.29% 7.84% 6.47% 7.14% 7.29%

1 0.00% 0.00% 0.00% 0.00% 11.11% 0.00% 1.92%

2 20.00% 20.00% 23.08% 33.33% 11.11% 0.00% 21.15%

3 80.00% 80.00% 76.92% 66.67% 77.78% 100.00% 76.92%

32 6.12% 2.84% 3.57% 1.31% 2.88% 2.38% 3.09%

2 16.67% 25.00% 60.00% 0.00% 50.00% 0.00% 31.82%

3 83.33% 75.00% 40.00% 100.00% 50.00% 100.00% 68.18%

Grand Total 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%

Median During Pivots

Analysis Period During


Count of Year Column Labels During Collision Counts

Row Labels 2010 Grand Total Control Section All Collisisions Casualty Collisions Fatal Collisions

18 7 7 2:18 7 1 0

2 1 1 2:20 10 2 0

3 6 6 2:22 10 0 0

20 10 10 2:24 8 1 0

2 2 2 2:30 0 0 0

3 8 8 2:32 1 0 0

22 10 10

3 10 10

24 8 8

2 1 1

3 7 7

32 1 1

3 1 1

Grand Total 36 36

Traffic

From To 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

Hwy CS km km AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT

Km Km

2 18 9.73 19.47 26460 25690 26440 26440 27510 30080 33340 33680 33890 34810 36401 Hwy 2 From (km) To (km) Highway Length Before After

2 18 19.47 24.30 21760 21110 21500 21500 22410 24710 28280 28540 28710 29530 30650 2:18 9.74 29.56 19.82 29090 32800

2 18 24.30 29.55 23820 21680 21970 21970 22840 24630 28280 28540 28710 29530 30650 2:20 0 35.57 35.57 24330 26850

2:22 0 27.94 27.94 25700 27200

2 20 0.00 9.72 21630 20470 20740 20800 21610 23350 26030 26170 26280 26950 27530 2:24 0 24.9 24.90 30660 31040

2 20 9.72 21.06 21710 20670 20940 21040 21880 23680 25990 26050 26120 26770 27560 2:24 26.24 36.43 10.19 35850 40160

2 20 21.06 35.57 20780 19500 19760 19870 20650 22550 25260 25200 25190 25790 26880 118.42

2:30 32.55 35.23 2.68 28630 31010

2 22 0.00 16.05 21850 21140 21420 22230 23100 24970 25820 25750 25420 26030 27020 2:32 0 0.86 0.86 39380 44220

2 22 16.05 25.39 23600 22550 22860 23700 24620 26890 27280 27380 27050 27710 3.54

2 22 22700 23020 23330 24160 25130 27160 27560 27660 27370 27990 121.96

2 22 16.05 25.39 23150 22785 23095 23930 24875 27025 27420 27520 27210 27850 28880 WAADT 27870 30080

2 22 25.39 27.94 21990 22010 22310 23100 24050 25990 26640 26740 26450 27010 27290

2 24 0.00 18.17 24330 23840 24230 25320 26650 28930 30060 30370 29170 29580

2 24 24310 23820 24210 25300 26630 28910 30040 30350 29220 29630

2 24 24400 24780 25200 25940 27340 29740 30850 31180 29950 30380

2 24 0.00 18.17 24350 24150 24550 25520 26870 29190 30320 30630 29450 29860 30150

2 24 18.17 21.24 26540 26850 27280 28150 29520 32140 33440 33690 32330 33010 33820

2 24 21.24 25.33 32240 33360 34340 36710 40790 34300 35120 33650 34390 34000

2 24 25.33 26.09 18670 19550 20480 22190 24660 23840 24410 23530 24050 24270

2 24 26.09 28.28 23630 24730 25900 28060 31190 33040 33820 33990 34890 36590

2 24 28.28 33.15 28630 29390 30560 31210 33600 37030 42180 42960 42620 43960 46200

2 24 33.15 36.43 26520 27010 27870 28180 30020 32580 32960 33360 33820 35030 36160

2 30 15.25 33.77 20570 21230 21310 21680 22310 24100 24910 24990 25140 25770 25820

2 30 33.77 35.22 25990 28230 27610 28340 29300 31320 33550 33500 33810 34670 36140

2 32 0.00 0.86 29960 34870 32140 32990 34210 36620 42220 41730 42130 43190 45240

WADDT

Total Hwy Length 2:18 to 2:24

Total Hwy Length Hwy 2:30 & Hwy 2:24

Total Length (km)

Collision Rates

Collision rate periods Days

Before Jan-05 Mar-10 1915

During Apr-10 Jun-10 90 Hwy 2 From (km) To (km) Highway Length (km) Before After

After Jul-10 Dec-11 518 2:18 9.74 29.56 19.82 29090 32800

2:20 0 35.57 35.57 24330 26850

2:22 0 27.94 27.94 25700 27200

Collisions per 100 million Vehicle Kilometres Traveled 2:24 0 24.9 24.90 30660 31040

2:24 26.24 36.43 10.19 35850 40160

118.42

2:30 32.55 35.23 2.68 28630 31010

2:32 0 0.86 0.86 39380 44220

3.54

121.96

WAADT 27870 30080

Control Section All Collisisions Casualty Collisions Fatal Collisions All Collisisions Casualty Collisions Fatal Collisions All Collisisions Casualty Collisions Fatal Collisions

2:18 86 26 1 4.3 1.3 0.1 7.79 2.35 0.09

2:20 148 60 5 4.2 1.7 0.1 8.93 3.62 0.30

2:22 121 48 4 4.3 1.7 0.1 8.80 3.49 0.29

2:24 284 93 4 8.1 2.7 0.1 18.46 6.04 0.26

2:30 52 12 1 19.4 4.5 0.4 35.39 8.17 0.68

2:32 22 7 0 25.6 8.1 0.0 33.92 10.79 0.00


2:18 7 1 0 0.4 0.1 0.0 13.49 1.93 0.00

2:20 10 2 0 0.3 0.1 0.0 12.84 2.57 0.00

2:22 10 0 0 0.4 0.0 0.0 15.47 0.00 0.00

2:24 8 1 0 0.2 0.0 0.0 11.06 1.38 0.00

2:30 0 0 0 0.0 0.0 0.0 0.00 0.00 0.00

2:32 1 0 0 1.2 0.0 0.0 32.81 0.00 0.00


2:18 83 9 0 4.2 0.5 0.0 24.65 2.67 0.00

2:20 181 20 2 5.1 0.6 0.1 36.59 4.04 0.40

2:22 120 13 0 4.3 0.5 0.0 30.48 3.30 0.00

2:24 180 15 1 5.1 0.4 0.0 41.18 3.43 0.23

2:30 30 2 0 11.2 0.7 0.0 69.69 4.65 0.00

2:32 5 1 0 5.8 1.2 0.0 25.38 5.08 0.00

Change in Collision Rates (Collisions/100mVKT) (Positive=increase)

Control Section All Collisisions Casualty Collisions Fatal Collisions

2:18 16.86 0.32 -0.09

2:20 27.66 0.42 0.10

2:22 21.68 -0.19 -0.29

2:24 22.72 -2.61 -0.03

2:30 34.30 -3.52 -0.68

2:32 -8.54 -5.72 0.00

Barrier Location All Collisions Casualty Collisions Fatal Collisions Length WAADT All Collisisions Casualty Collisions Fatal Collisions

Both Shoulders 94 8 0 12.87 33500 42.09 3.58 0.00

Ditch 267 29 1 55.92 29950 30.78 3.34 0.12

Shoulder 238 23 2 53.17 29510 29.28 2.83 0.25

Median Width All Collisions Casualty Collisions Fatal Collisions Length WAADT All Collisisions Casualty Collisions Fatal Collisions

<= 9.0 m 80 10 0 17.43 28620 30.96 3.87 0.00

> 9.0 m 478 47 3 104.53 29980 29.45 2.90 0.18

Collision Rates (Collisions/100MVKT)

Sideslope All Collisions Casualty Collisions Fatal Collisions Length WAADT All Collisisions Casualty Collisions Fatal Collisions

4:1 137 13 1 15.21 33260 52.28 4.96 0.38

5:1 314 30 1 73.16 29950 27.66 2.64 0.09

6:1 151 16 1 33.59 30060 28.87 3.06 0.19

After Barrier Installation

Collision Counts Collision Freqency (Collisions/km) Collision Rates (Collisions/100MVKT)

Collision Rates (Collisions/100MVKT)Collision Freqency (Collisions/km)Collision Counts

Segment PropertiesCollision Counts

Collision Counts Collision Freqency (Collisions/km) Collision Rates (Collisions/100MVKT)

Median Collisions by Median Width, After Barrier Installation

Median Collisions by Sideslope, After Barrier Installation

WADDT

Total Hwy Length 2:18 to 2:24

Total Hwy Length Hwy 2:30 & Hwy 2:24

Total Length (km)

Collision Counts Segment Properties Collision Rates(Collisions/100MVKT)

Median Collisions by Barrier Placement, After Barrier Installation

During HTCB Construction Period

Before Barrier Installation

Collision Rates (Collisions/100MVKT)Segment PropertiesCollision Counts

Collision Counts, Frequency and Rates by Control Section




APPENDIX BAT HTCB REPAIR DATA

Highway 2 High Tension Cable Barrier

CMA 19 Repair Data

Hit# Longitude Latitude Hwy. CS

Roadway Label

and Offset KM Location/Comments Posts Lock Plate Hair Pin

Approx. date of

hit

Work

Order #

Date

Repaired RCMP Segment Shop

1 2 22 25.647 SBL IL 6 July11/2010 19-560 19222A09 Innisfail

2 2 24 11.944 NBL IR 10 July11/2010 19-560 19224C04 Innisfail

3 2 24 32.830 SBL IL (180m south of Hwy. 11) 7 July14/2010 19-562 19224A11 Red Deer

4 2 24 NBL IR (N. of 19 st.) 1 19-562 Red Deer

5 2 24 NBL (South of 11A) 2 19-562 Red Deer

6 2 24 31.340 SBL IL 3 5 5 19-576 19224A11 Red Deer

7 2 22 17.800 (By Fas Gas) 6 19-576 19222A08 Innisfail

8 2 24 9.813 NBL IR 4 19-576 19224C04 Innisfail

9 2 24 North of North Innisfail Interchange 1 19-576 Innisfail

10 2 24 24.900 NBL IR 6 3 3 19-582 19224A08 Red Deer

11 2 24 19.300 NBL IR 3 6 5 19-588 19224C06 Red Deer

12 2 24 9.850 NBL IR 3 19-590 19224C04 Innisfail

13 2 22 26.176 SBL IL 16 19 19-590 19222A09 Innisfail

14 2 22 14.610 center of median 3 19-590 19222B06 Innisfail

15 2 24 20.910 NBL IR 3 5 5 19-594 19224C07 Red Deer

16 2 24 29.485 SBL IL 4 5 5 19-595 19224A09 Red Deer

17 2 22 15.500 center of median by Bowden Hotel 2 4 3 Nov. 03/2010 19-602 19222B06 Innisfail

18 2 24 31.213 NBL IR (North of Red Deer River) 7 7 7 19-602 19224C12 Red Deer

19 2 24 SBL IL South of Hwy. 11A 1 1 1 19-602 19224A16 Red Deer

20 2 22 25.728 SBL IL (by Innisfail Truck Ranch) 4 5 6 Nov. 08/2010 19-603 19222A09 Innisfail

21 2 22 27.683 SBL IL (South of Hwy. 590) 1 Nov. 08/2010 19-603 19222A09 Innisfail

22 2 24 32.319 SBL IL (South of Hwy. 11- across from end of ramp) 1 19-604 19224A11 Red Deer

23 114.0254316 51.90404046 2 22 L1 12.194 Across from Orchard farm (S. of 2A Connector) 14 17 16 Nov. 18/2010 19-613 7/Dec/10 19222B05 Innisfail

24 114.0254062 51.91369489 2 22 L1 13.268 just north of 2A connector (by Rest Area sign) 3 5 5 Nov. 18/2010 19-613 7/Dec/10 19222B05 Innisfail

25 114.0253495 51.92154324 2 22 L1 14.141 north of 2A connector (by Pearson's Berry farm sign) 3 4 4 Nov. 16/2010 19-613 7/Dec/10 19222B06 Innisfail

26 114.0050627 51.96822403 2 22 L1 19.678 by Bowden institution 1 3 1 Nov. 18/2010 19-613 8/Dec/10 19222A08 Innisfail

27 113.9889575 51.98407291 2 22 L1 21.768 North of SBL Curve left signs 5 5 5 Nov. 18/2010 19-613 8/Dec/10 19222A08 Innisfail

28 113.9702319 51.99702824 2 22 L1 23.700 South of Site 2218 (by centreline culvert) 2 2 2 Nov. 18/2010 19-613 8/Dec/10 19222A09 Innisfail

29 113.9643116 52.00110510 2 22 L1 24.309 240m south of Site# 2218 3 4 4 Nov. 18/2010 19-613 8/Dec/10 19222A09 Innisfail

30 113.9243649 52.03136762 2 24 R1 0.714 North of Site#44 (North Innisfail interchange) 4 4 4 Nov. 28/2010 19-613 7/Dec/10 19224B01 Innisfail

31 113.9146428 52.03905655 2 24 R1 1.799 Antler Hill 2 2 2 Nov. 18/2010 19-613 6/Dec/10 19224C02 Innisfail





36 113.8707765 52.07407644 2 24 L1 6.724 Antler Hill 1 2 1 Nov. 18/2010 19-613 8/Dec/10 19224A03 Innisfail

37 113.8412064 52.09747795 2 24 R1 10.022 by Equine Vet 4 8 8 Nov. 16/2010 19-613 6/Dec/10 19224C04 Innisfail

38 113.8307157 52.10580157 2 24 R1 11.194 approx. 1km north of vet clinic 4 6 6 Nov. 18/2010 19-613 6/Dec/10 19224C04 Innisfail

39 113.8138998 52.12837874 2 24 R1 14.060 South of Hwy. 42 (by 5.7m height signs) 2 3 3 Nov. 18/2010 19-613 8/Dec/10 19224C05 Innisfail

40 113.8139145 52.14082513 2 24 R1 15.445 just south of Hwy. 42 1 1 1 Nov. 18/2010 19-613 8/Dec/10 19224C05 Innisfail

41 113.8139045 52.14393436 2 24 R1 15.791 Just North of Hwy. 42 1 2 2 Nov. 18/2010 19-613 8/Dec/10 19224C05 Red Deer

42 113.8139082 52.14438905 2 24 R1 15.841 Just North of Hwy. 42 1 1 1 Nov. 18/2010 19-613 8/Dec/10 19224C05 Red Deer

43 113.8139153 52.15058315 2 24 R1 16.531 North of Hwy. 42 (@ end of accel ramp) 2 2 2 Nov. 18/2010 19-613 8/Dec/10 19224C05 Red Deer

44 113.8139003 52.15430483 2 24 R1 16.945 North of Hwy. 42 (@ end of cable rail section) 4 Nov. 18/2010 19-604 26/Nov/10 19224C06 Red Deer

45 113.8139136 52.16198590 2 24 R1 17.799 between Hwy. 42 and Roadside Turnout 2 2 2 Nov. 18/2010 19-613 13/Dec/10 19224C06 Red Deer

46 113.8139170 52.16932838 2 24 R1 18.616 @ start of roadside turnout decel lane by turnout sign 2 2 2 Nov. 18/2010 19-613 13/Dec/10 19224C06 Red Deer

47 113.8140742 52.17878448 2 24 R1 19.669 North of roadside turnout 5 5 5 Nov. 16/2010 19-613 13/Dec/10 19224C07 Red Deer

48 113.8141674 52.17925665 2 24 R1 19.723 just north of hit# 26 1 1 1 Nov. 18/2010 19-613 13/Dec/10 19224C07 Red Deer

49 113.8177168 52.18580928 2 24 R1 20.494 By Services Next Exit sign 1 1 1 Nov. 18/2010 19-613 13/Dec/10 19224C07 Red Deer

50 113.8189145 52.18785379 2 24 R1 20.746 230m north of Services Next Exit sign 7 8 8 Dec. 02/2010 19-613 13/Dec/10 19224C07 Red Deer

1/7


CMA 19 Repair Data


Roadway Label


Approx. date of

hit

Work

Order #

Date


51 113.8191703 52.18880741 2 24 R1 20.863 between Food sign and Lodging sign 2 2 2 Dec. 02/2010 19-613 13/Dec/10 19224C07 Red Deer

52 113.8187748 52.19162527 2 24 R1 21.158 South of Mackenzie O/P by 5.5m height signs 7 7 7 Nov. 18/2010 19-613 13/Dec/10 19224C07 Red Deer

53 113.8140015 52.21914183 2 24 L1 24.264 Gasoline alley across from Howard Jonston 2 2 2 Nov. 18/2010 19-613 14/Dec/10 19224A08 Red Deer

54 113.8380398 52.24596616 2 24 R1 27.828 South of 32nd st. O/P by exit ramp to 32nd st. 8 8 8 Nov. 18/2010 19-613 6/Dec/10 19224C10 Red Deer

55 113.8385694 52.24643514 2 24 R1 27.892 South of 32nd st. O/P 6 5 5 Nov. 18/2010 19-613 6/Dec/10 19224C10 Red Deer

56 113.8396562 52.24742085 2 24 R1 28.050 by Sports Hall of Fame next exit sign 1 1 1 Nov. 16/2010 19-613 14/Dec/10 19224C10 Red Deer

57 113.8504970 52.25717357 2 24 R1 29.337 between 32nd st. and roadside turnout(ASHF/VIC) 2 2 2 Dec. 02/2010 19-613 14/Dec/10 19224C10 Red Deer

58 113.8594742 52.26500955 2 24 L1 30.332 south of Red Deer River (by 32nd st/2A Gaetz Ave. sign 9 6 9 Nov. 18/2010 19-613 8/Dec/10 19224A09 Red Deer

59 113.8602005 52.26600648 2 24 R1 30.523 south of Red Deer River (by 11/67st./Stettler sign 1 1 1 Nov. 16/2010 19-613 8/Dec/10 19224C10 Red Deer

60 113.8663880 52.27322648 2 24 L1 31.379 north of Red Deer River in curve 3 3 3 Nov. 18/2010 19-613 8/Dec/10 19224A11 Red Deer

61 113.8655569 52.27578294 2 24 L1 31.672 1 3 1 Nov. 18/2010 19-613 8/Dec/10 19224A11 Red Deer

62 113.8620381 52.28076960 2 24 L1 32.276 South of Hwy. 11 (by overhead sign) 1 1 1 Nov. 18/2010 19-613 8/Dec/10 19224A11 Red Deer

63 113.8616830 52.28163739 2 24 L1 32.376 South of Hwy. 11 (by end of accel lane from Hwy. 11) 3 4 4 Nov. 16/2010 19-613 8/Dec/10 19224A11 Red Deer

64 113.8614059 52.28152821 2 24 R1 32.420 South of Hwy. 11 1 1 1 Nov. 18/2010 19-613 8/Dec/10 19224C14 Red Deer

65 113.8609949 52.30689480 2 24 R1 35.300 between Hwy. 11 and Hwy. 11A 2 2 2 Nov. 16/2010 19-613 8/Dec/10 19224C14 Red Deer

66 113.8612552 52.31354967 2 24 L1 35.928 South of Hwy. 11A 2 3 3 Nov. 18/2010 19-613 8/Dec/10 19224A16 Red Deer

67 113.9284175 52.02817013 2 24 R1 0.263 North of Hwy. 590:02 (Vehicle travelling SB) 2 2 2 Dec. 10/2010 19-615 6/Jan/11 19224B01 Red Deer

68 113.8139167 52.16390031 2 24 R1 18.012 North of Penhold overpass 1 1 1 Dec. 13/2010 19-615 21/Dec/10 19224C06 Red Deer

69 113.8140702 52.22056181 2 24 L1 24.422 Northend of Gasoline Alley 1 1 1 Dec./2010 19-615 21/Dec/10 19224A08 Red Deer

70 113.8613560 52.28290717 2 24 L1 32.519 South of Hwy. 11 (by Merge traffic sym. Sign) 7 14 17 Dec. 14/2010 19-615 21/Dec/10 19224A11 Red Deer

71 113.8663925 52.27325068 2 24 L1 31.382 north of Red Deer River in curve 3 3 4 Dec. 16/2010 19-616 21/Dec/10 19224A11 Red Deer

72 113.8334606 52.24148695 2 24 L1 27.169 bewteen 32nd st. and 2A Flyover (by 2/South) sign 2 1 3 Dec./2010 19-615 21/Dec/10 19224A09 Red Deer

73 113.8492111 52.25604311 2 24 R1 29.184 Just south of ASHF/Roadside turnout entrance 1 1 1 Dec./2010 19-615 21/Dec/10 19224C10 Red Deer

74 114.0254600 51.89290873 2 22 L1 10.955 South of RWIS station 2 2 2 Dec. 28/2010 19-620 6/Jan/11 19222B05 Innisfail

75 114.0253765 51.90036513 2 22 L1 11.785 North of RWIS station 2 4 3 Jan. 01/2011 19-620 6/Jan/11 19222B05 Innisfail

76 113.9462676 52.01412165 2 22 L1 26.216 SBL South of Hwy. 590 (across from Groundhog sales) 4 4 4 Jan. 01/2011 19-620 6/Jan/11 19222A09 Innisfail

77 113.8939996 52.05548492 2 24 R1 4.111 NBL (Antler Hill) Jan. 01/2011 19-620 6/Jan/11 19224C02 Innisfail

78 113.8935907 52.05581205 2 24 R1 4.157 NBL (Antler Hill) Jan. 01/2011 19-620 6/Jan/11 19224C02 Innisfail

79 113.8164976 52.11756365 2 24 R1 12.828 North of Twp Rd. 364 2 4 4 Dec. 28/2010 19-620 6/Jan/11 19224C05 Innisfail

80 113.8154425 52.11910807 2 24 R1 13.015 NBL (Just south of "Penhold access 1km" sign 2 5 5 Dec. 22/2010 19-620 6/Jan/11 19224C05 Innisfail

81 113.8139102 52.13649561 2 24 R1 14.963 NBL (S. of Hwy. 42 - near exit 384 sign) 1 1 1 Dec. 26/2010 19-620 6/Jan/11 19224C05 Innisfail

82 113.8165967 52.18413517 2 24 R1 20.293

NBL (between curves south of Mackenzie - By Gasoline Alley/Mckenzie

Rd. 1km/Willow St. 3km) sign 4 5 5 Dec. 26/2010 19-620 3/Feb/11 19224C07 Red Deer

83 113.8139915 52.21693199 2 24 L1 24.026 across from Shell Gas station 1 2 1 Jan. 05/2011 19-620 4/Feb/11 19224A08 Red Deer

84 113.8271951 52.23581901 2 24 L1 26.407 SBL North of 2A Flyover 4 4 4 Jan. 05/2011 19-620 27/Jan/11 19224A09 Red Deer

85 113.8289801 52.23773774 2 24 R1 26.723 NBL North of 2A Flyover 4 4 4 Jan. 03/2011 19-620 27/Jan/11 19224C10 Red Deer

86 113.8344937 52.24269814 2 24 R1 27.391 NBL South of 32nd st. (by Exit 397/32nd St. -->) sign 0 1 1 Jan. 05/2011 19-620 27/Jan/11 19224C10 Red Deer

87 113.8347216 52.24290583 2 24 R1 27.419 NBL South of 32nd st. (by Exit 397/32nd St. -->) sign 1 1 1 Jan. 05/2011 19-620 27/Jan/11 19224C10 Red Deer

88 113.8440976 52.25112969 2 24 L1 28.465 SBL North of 32nd st (South of Exit 397 sign) 4 4 4 Jan. 05/2011 19-620 27/Jan/11 19224A09 Red Deer

89 113.8602885 52.26573503 2 24 L1 30.430 SBL South of Red Deer River 9 12 12 Dec. 30/2010 19-620 27/Jan/11 19224A09 Red Deer

90 113.8661269 52.27302843 2 24 R1 31.414 NBL North of Red Deer River 3 3 3 Jan. 03/2011 19-620 28/Jan/11 19224C12 Red Deer

91 113.8612089 52.28830035 2 24 L1 33.119 SBL North of Hwy. 11 (by merge traffic sign) 3 Jan. 05/2011 19-620 15/Feb/11 19224A11 Red Deer

92 113.8612325 52.29043764 2 24 L1 33.357 SBL North of Hwy. 11 (by Exit 401 sign) 1 Jan. 05/2011 19-620 15/Feb/11 19224A11 Red Deer

93 114.0254187 51.91003161 2 22 R1 12.860 By 2A Connector (beside route Marker cluster sign) 1 1 1 Jan. 21/2011 19-624 26/Jan/11 19222B05 Innisfail

94 113.9549516 52.00766886 2 22 L1 25.282 North of Site 2218 near exit ramp 1 1 1 Jan. 08/2011 19-624 26/Jan/11 19222A09 Innisfail

95 113.9524925 52.00950807 2 22 L1 25.548 North of Site 2218 by 5.4m height sign 1 1 1 Jan. 08/2011 19-624 26/Jan/11 19222A09 Innisfail

96 113.9052203 52.04657547 2 24 R1 2.856 Antler Hill 4 4 4 Jan. 13/2011 19-624 25/Jan/11 19224C02 Innisfail



99 113.8919622 52.05710613 2 24 R1 4.339 Antler Hill (by roadside turnout) 4 3 7 Jan. 19/2011 19-624 25/Jan/11 19224C02 Innisfail

9 14 14

2/7


CMA 19 Repair Data


Roadway Label


Approx. date of

hit

Work

Order #

Date


100 113.8848440 52.06287686 2 24 L1 5.148 Antler Hill ( north of roadside turnout) 1 2 2 Jan. 19/2011 19-624 25/Jan/11 19224A03 Innisfail

101 113.8563022 52.08546783 2 24 R1 8.331 just north of Old Pole Road 2 5 7 Jan. 10/2011 19-624 25/Jan/11 19224C04 Innisfail

102 113.8451630 52.09433634 2 24 R1 9.579 just south of Equine vet 2 4 4 Jan. 13/2011 19-624 25/Jan/11 19224C04 Innisfail

103 113.8189264 52.11515155 2 24 R1 12.511 Sailor's Curve's 2 4 4 Jan. 19/2011 19-624 25/Jan/11 19224C05 Innisfail




107 113.8139393 52.12366905 2 24 R1 13.536 South of Hwy. 42 - By "Exit 384 42/Penhold/Pine Lake Next exit" sign 6 7 7 Jan. 13/2011 19-624 25/Jan/11 19224C05 Innisfail

108 113.8139229 52.16374666 2 24 R1 17.995 North of Hwy. 42 - By "Exit 384 42/Penhold/Pine Lake Next exit" sign 1 1 1 Jan. 13/2011 19-624 3/Feb/11 19224C06 Red Deer

109 113.8139175 52.16570615 2 24 R1 18.213 Just south of Stephanson House sign 2 2 2 Jan. 13/2011 19-624 3/Feb/11 19224C06 Red Deer

110 113.8139029 52.16662675 2 24 R1 18.316 Just north of Stephanson House sign 2 2 2 Jan. 13/2011 19-624 3/Feb/11 19224C06 Red Deer

111 113.8139131 52.16771381 2 24 R1 18.437 South of Roadside turnout 2 3 3 Jan. 19/2011 19-624 3/Feb/11 19224C06 Red Deer

112 113.8139144 52.16909888 2 24 R1 18.591 South of Roadside turnout 1 0 0 Jan. 19/2011 19-624 3/Feb/11 19224C06 Red Deer

113 113.8140579 52.22107574 2 24 L1 24.479 Across from Mazda Dealership 4 4 5 Jan. 19/2011 19-624 4/Feb/11 19224A08 Red Deer

114 113.8140901 52.22377444 2 24 L1 24.779 Across from Woody's RV Dealership 3 4 4 Jan. 19/2011 19-624 4/Feb/11 19224A08 Red Deer

115 113.8369026 52.24487243 2 24 R1 27.684 South of 32nd st. by decel lane 3 3 3 Jan. 20/2011 19-624 27/Jan/11 19224C10 Red Deer

116 113.8479719 52.25491790 2 24 R1 29.033 South of Sport's Hall of fame 3 3 3 Jan. 20/2011 19-624 27/Jan/11 19224C10 Red Deer

117 113.8501898 52.25691624 2 24 R1 29.302 South of Sport's Hall of fame by Exit Speed 80 sign 6 8 7 Jan. 20/2011 19-624 28/Jan/11 19224C10 Red Deer

118 113.8519348 52.25845569 2 24 R1 29.510 by Decel lane gore for Sport's Hall of Fame 2 2 3 Jan. 13/2011 19-624 28/Jan/11 19224C10 Red Deer

119 113.8523631 52.25884622 2 24 R1 29.563 by Decel lane gore for Sport's Hall of Fame 6 8 8 Jan. 12/2011 19-624 28/Jan/11 19224C10 Red Deer

120 113.8594584 52.26503637 2 24 L1 30.334 by "32nd St. 2km/2A to Gaetz Ave 5km" sign 2 2 2 Jan. 20/2011 19-624 27/Jan/11 19224A09 Red Deer

121 113.8587102 52.26460484 2 24 R1 30.337 by "32nd St. 2km/2A to Gaetz Ave 5km" sign 1 3 1 Jan. 12/2011 19-624 28/Jan/11 19224C10 Red Deer

122 113.8660763 52.27257070 2 24 R1 31.363 North of "Sylvan Lake/Eckville/Follow 11 west" sign 2 Jan. 13/2011 19-624 19224C12 Red Deer

123 113.8657410 52.27546680 2 24 L1 31.634 SBL in curve north of Red Deer river 1 1 1 Jan. 20/2011 19-624 27/Jan/11 19224A11 Red Deer

124 113.8651447 52.27640925 2 24 L1 31.747 SBL in curve north of Red Deer river 4 4 4 Jan. 20/2011 19-624 27/Jan/11 19224A11 Red Deer

125 N/A N/A 2 24 R1 17.720 Across from Red Deer Airport sign 1 1 1 Jan.31/2011 19-624 3/Feb/11 19224C06 Red Deer

126 N/A N/A 2 24 R1 19.100 Across from Roadside Turnout 2 4 4 Jan.31/2011 19-624 3/Feb/11 19224C06 Red Deer

127 N/A N/A 2 24 R1 18.100 South of Stephenson House sign 3 4 4 Jan.31/2011 19-624 3/Feb/11 19224C06 Red Deer

128 114.0251796 51.90764634 2 22 R1 12.595 S. of 2A Connector (just south of bridge culvert) 3 4 3 Jan.31/2011 19-630 25/Feb/11 19222B05 Innisfail

129 114.0251655 51.91107157 2 22 R1 12.976 Just north of 2A connector 2 6 5 Feb. 1-15/2011 19-630 25/Feb/11 19222B05 Innisfail

130 114.0252337 51.92707008 2 22 R1 14.756 by Bowden 1km sign 2 2 2 Feb. 1-15/2011 19-630 25/Feb/11 19222B06 Innisfail

131 113.8919742 52.05710870 2 24 R1 4.339 S. of Roadside turnout by Roadside turmout sign 2 2 2 Feb. 1-15/2011 19-630 25/Feb/11 19224C02 Innisfail

132 113.8536661 52.08751853 2 24 R1 8.623 North of Old Pole Rd. by Jungle farm 3--> sign 2 2 2 Feb. 1-15/2011 19-630 25/Feb/11 19224C04 Innisfail

133 113.8490069 52.09129867 2 24 R1 9.151 by culvert cattle crossing 2 2 2 Feb. 1-15/2011 19-630 25/Feb/11 19224C04 Innisfail

134 113.9408477 52.01822425 2 22 L1 26.805 2:22 SBL South of Site# 44 (by Alberta Trailers) 1 1 1 Mar. 05/11 19-635 Mar. 09/11 19222A09 Innisfail

135 113.9394452 52.01933171 2 22 L1 26.961 2:22 SBL South of Site# 44 (by Truck Ranch) 1 1 1 Mar. 05/11 19-635 Mar. 09/11 19222A09 Innisfail

136 113.9298590 52.02698325 2 24 R1 0.098 2:24 median just north of Site# 44 (by Ramp 50 sign) 1 1 1 Feb. 26/11 19-635 Mar. 09/11 19224B01 Innisfail

137 113.9211292 52.03395852 2 24 R1 1.078 2:24 median north of Site# 44 just south of maintenance turnaround 8 27 27 Mar. 01/11 19-635 Mar. 09/11 19224B01 Innisfail

138 113.8853210 52.06251048 2 24 L1 5.096 2:24 SBL Antler Hill 1 1 1 Feb. 26/11 19-635 Mar. 09/11 19224A03 Innisfail

139 113.8837731 52.06374124 2 24 L1 5.269 2:24 SBL Antler Hill (this is location where cables were cut) 6 6 6 Feb. 26/11 19-635 Mar. 09/11 19224A03 Innisfail


141 113.8744057 52.07119309 2 24 L1 6.318 2:24 SBL Antler Hill 1 Feb. 26/11 19-635 Mar. 09/11 19224A03 Innisfail

142 113.8714797 52.07352712 2 24 L1 6.646 2:24 SBL Antler Hill 14 14 14 Mar. 05/11 19-635 Mar. 09/11 19224A03 Innisfail



145 113.8540663 52.08725938 2 24 R1 8.583 2:24 NBL North of Old Pole Rd. 3 3 3 Feb. 26/11 19-635 Mar. 09/11 19224C04 Innisfail

146 113.8139401 52.15050080 2 24 R1 16.522 2:24 NBL North of Site# 44 at end of accel ramp to Hwy. 2 6 9 9 Mar. 05/11 19-635 Mar. 11/11 19224C05 Red Deer

147 113.8139061 52.15828502 2 24 R1 17.388 2:24 NBL by Slower Traffic Keep Right sign 10 13 14 Feb. 26/11 19-635 Mar. 11/11 19224C06 Red Deer

3/7


CMA 19 Repair Data


Roadway Label


Approx. date of

hit

Work

Order #

Date


148 113.8139139 52.16238751 2 24 R1 17.844 2:24 NBL by Red Deer Airport sign 6 9 9 Feb. 26/11 19-635 Mar. 11/11 19224C06 Red Deer

149 113.8156034 52.19714000 2 24 R1 21.809 2:24 NBL south of Mckenzie overpass 4 6 6 Feb. 26/11 19-635 Mar. 14/11 19224C07 Red Deer

150 113.8139506 52.20510911 2 24 L1 22.703 2:24 SBL by Donut Mill 3 4 4 Mar. 05/11 19-635 Mar. 14/11 19224A08 Red Deer

151 113.8140664 52.22342853 2 24 L1 24.740 2:24 SBL by Woody's RV (curve left signs) 7 6 6 Feb. 26/11 19-635 Mar. 14/11 19224A08 Red Deer

152 113.8140767 52.22391547 2 24 L1 24.794 2:24 SBL by Woody's RV 3 4 4 Feb. 26/11 19-635 Mar. 14/11 19224A08 Red Deer

153 113.8532531 52.25970065 2 24 R1 29.676 2:24 NBL by Alberta Sports Hall of Fame (green exit sign) 10 10 10 Mar. 05/11 19-635 Mar. 14/11 19224C10 Red Deer

154 113.8663870 52.27339877 2 24 L1 31.398 2:24 SBL in curve between Red Deer River and High Load detector 6 6 6 Mar. 05/11 19-635 Mar. 15/11 19224A11 Red Deer

155 113.8661300 52.27377339 2 24 R1 31.496 2:24 NBL in curve North of Red Deer River 3 3 3 Feb. 26/11 19-635 Mar. 15/11 19224C12 Red Deer

156 113.8657419 52.27519335 2 24 R1 31.655 2:24 NBL in curve North of Red Deer River 1 1 1 Feb. 26/11 19-635 Mar. 15/11 19224C12 Red Deer

157 113.8643225 52.27749268 2 24 L1 31.880 2:24 SBL by curve left signs north of Red Deer River 2 2 2 Feb. 26/11 19-635 Mar. 15/11 19224A11 Red Deer

158 113.8640933 52.27779967 2 24 L1 31.917 2:24 SBL by High Load Detector 3 5 5 Feb. 26/11 19-635 Mar. 15/11 19224A11 Red Deer

159 114.0219227 51.94955064 2 22 L1 17.299 2:22 SBL (by Refinery) North of Rest Area Sign 1 1 1 Mar. 13/11 19-636 31/Mar/11 19222A08 Innisfail

160 114.0017661 51.97188463 2 22 L1 20.144 2:22 SBL by Bowden Institute 2 6 6 Mar. 13/11 19-636 31/Mar/11 19222A08 Innisfail

161 113.9987348 51.97523531 2 22 L1 20.572 2:22 SBL by Bowden Institute 5 5 6 Mar. 13/11 19-636 31/Mar/11 19222A08 Innisfail

162 113.8981918 52.05216653 2 24 R1 3.643 2:24 NBL Antler Hill 3 3 3 Mar. 13/11 19-636 31/Mar/11 19224C02 Innisfail






168 114.0254063 51.90753910 2 22 R1 12.583 2:22 Just south of 2A Connector 3 8 3 Mar. 16 - 28/11 19-647 April 01/11 19222B05 Innisfail

169 114.0253699 51.91435996 2 22 R1 13.342 2:22 North of 2a Connector 2 2 2 Mar. 16 - 28/11 19-647 April 01/11 19222B05 Innisfail

170 114.0245886 51.94502292 2 22 R1 16.755 2:22 At end of ramp entering Hwy.2 NB from Site 43 2 5 5 Mar. 16 - 28/11 19-647 April 01/11 19222B07 Innisfail

171 114.0184536 51.95340695 2 22 L1 17.790 2:22 By Red Lodge Park Sign 5 5 7 Mar. 16 - 28/11 19-647 April 04/11 19222A08 Innisfail

172 113.9960518 51.97818556 2 22 L1 20.948 2:22 North of penitentuary/end of curve 7 8 11 Mar. 16 - 28/11 19-647 April 04/11 19222A08 Innisfail

173 113.9835147 51.98782238 2 22 L1 22.329 2:22 South of maintenance turnaround by QEII Signs 2 2 2 Mar. 16 - 28/11 19-647 April 04/11 19222A08 Innisfail

174 113.9417720 52.01757137 2 22 L1 26.708 2:22 By Alberta Trailers 3 3 4 Mar. 16 - 28/11 19-647 April 04/11 19222A09 Innisfail

175 113.9275391 52.02880836 2 24 R1 0.356 2:24 North of Site#44 2 2 2 Mar. 16 - 28/11 19-647 April 04/11 19224B01 Innisfail

176 113.9129316 52.04043325 2 24 R1 1.992 2:24 North of Maintenance turnaround by Max. 110 sign 2 3 5 Mar. 16 - 28/11 19-647 April 01/11 19224C02 Innisfail

177 113.8977606 52.05251443 2 24 R1 3.692 2:24 Antler Hill 9 9 9 Mar. 16 - 28/11 19-647 April 01/11 19224C02 Innisfail

178 113.8958260 52.05405308 2 24 R1 3.908

2:24 Antler Hill (This was hit again before repair done. 9 more posts

damaged : 6 posts are on previous work order spreadsheet

item#166)

11 14 14Mar. 16 - 28/11 19-647 April 01/11 19224C02 Innisfail

179 113.8946157 52.05501932 2 24 R1 4.0442:24 Antler Hill (This was hit again before repair done. 6 more posts

damaged : 1 post is on previous work order spreadsheet item#167)6 6 6

Mar. 16 - 28/11 19-647 Mar. 30/11 19224C02 Innisfail

180 113.8529845 52.08814488 2 24 R1 8.706 2:24 North of Old Pole Rd. under power lines 2 5 6 Mar. 16 - 28/11 19-647 April 05/11 19224C04 Innisfail

181 113.8525418 52.08849715 2 24 R1 8.756 2:24 North of Old Pole Rd. (just north of power lines) 2 2 4 Mar. 16 - 28/11 19-647 April 05/11 19224C04 Innisfail

182 113.8522119 52.08875432 2 24 R1 8.792 2:24 North of Old Pole Rd.(between power lines and cattle pass) 3 3 4 Mar. 16 - 28/11 19-647 April 05/11 19224C04 Innisfail

183 113.8519467 52.08896784 2 24 R1 8.822 2:24 North of Old Pole Rd.(between power lines and cattle pass) 1 1 2 Mar. 16 - 28/11 19-647 April 05/11 19224C04 Innisfail

184 113.8453423 52.09420958 2 24 R1 9.560 2:24 North of Cattle Pass 2 2 4 Mar. 16 - 28/11 19-647 April 05/11 19224C04 Innisfail

185 113.8139184 52.13892319 2 24 R1 15.233 2:24 South of Hwy. 42 2 6 5 Mar. 16 - 28/11 19-647 April 05/11 19224C05 Innisfail

186 113.8139211 52.14175608 2 24 R1 15.549 2:24 South of Hwy. 42 5 8 10 Mar. 16 - 28/11 19-647 April 04/11 19224C05 Innisfail

187 113.8138972 52.15631088 2 24 R1 17.168 2:24 North of Hwy. 42 (south of QEII signs) 1 1 1 Mar. 16 - 28/11 19-647 Apr. 05/11 19224C06 Red Deer

188 113.8138988 52.15646683 2 24 R1 17.185 2:24 North of Hwy. 42 (At QEII signs) 1 1 1 Mar. 16 - 28/11 19-647 Apr. 05/11 19224C06 Red Deer

189 113.8139055 52.16936427 2 24 R1 18.620 2:24 By Roadside Turnout sign 2 3 3 Mar. 16 - 28/11 19-647 Apr. 05/11 19224C06 Red Deer

190 113.8139922 52.17833395 2 24 R1 19.619 2:24 North of Roadside turnout (start of curve) 1 1 1 Mar. 16 - 28/11 19-647 Apr. 05/11 19224C07 Red Deer

191 113.8190599 52.18835917 2 24 R1 20.793

2:24 by Lodging Next exit sign (curve south of Mckenzie)(Cable ended

up in fast lane 29 33 33 April 03/2011 19-647 Apr. 05/11 2535265 19224C07 Red Deer

192 113.8140808 52.22130668 2 24 L1 24.505 2:24 by Gary Moe 2 2 2 Mar. 16 - 28/11 19-647 Apr. 06/11 19224A08 Red Deer

4/7


CMA 19 Repair Data


Roadway Label


Approx. date of

hit

Work

Order #

Date


193 113.8140671 52.22307597 2 24 L1 24.701 2:24 by Woody's RV 3 4 4 Mar. 16 - 28/11 19-647 Apr. 06/11 19224A08 Red Deer

194 113.8357044 52.24383559 2 24 R1 27.542 2:24 South of 32nd st. 1 1 1 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C10 Red Deer

195 113.8357905 52.24392016 2 24 R1 27.554 2:24 South of 32nd st. 1 1 0 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C10 Red Deer

196 113.8386305 52.24645712 2 24 R1 27.896 2:24 South of 32nd st. (Just North of Exit 397 sign) 5 5 5 April 03/2011 19-647 Apr. 06/11 19224C10 Red Deer

197 113.8422289 52.24972420 2 24 R1 28.335 2:24 North of 32nd st. 2 2 2 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C10 Red Deer

198 113.8457641 52.25286884 2 24 R1 28.760 2:24 North of 32nd st. (close to end of ramp) 1 2 2 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C10 Red Deer

199 113.8587733 52.26462061 2 24 R1 30.340 2:24 almost at end of ramp leaving ASHF 4 4 2 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C10 Red Deer

200 113.8604587 52.26618908 2 24 R1 30.550 2:24 South of Red Deer River by 11/67st/Stettler etc. sign 4 4 4 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C10 Red Deer

201 No GPS No GPS 2 24 L1 31.026 2:24 just north of Red Deer River 2 2 2 Mar. 16 - 28/11 19-647 Apr. 07/11 19224A11 Red Deer

202 113.8663668 52.27280564 2 24 L1 31.332 2:24 North of Red Deer River 2 2 2 Mar. 16 - 28/11 19-647 Apr. 07/11 19224A11 Red Deer

203 113.8643414 52.27706319 2 24 R1 31.883 2:24 by Jasper/Banff sign 1 1 1 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C12 Red Deer

204 113.8622690 52.28034576 2 24 L1 32.227 2:24 south of Hwy. 11/south of sign structure 7 7 9 Mar. 16 - 28/11 19-647 Apr. 07/11 19224A11 Red Deer

205 113.8618710 52.28121641 2 24 L1 32.327 2:24 south of Hwy . 11 just north of sign structure by Max. 110 sign 6 9 8 Mar. 16 - 28/11 19-647 Apr. 07/11 19224A11 Red Deer

206 113.8609958 52.29612334 2 24 R1 34.047 2:24 across from KMS Tools 4 4 4 Mar. 16 - 28/11 19-647 Apr. 06/11 19224C14 Red Deer

207 113.8612420 52.30160033 2 24 L1 34.599 2:24 Just south of Brandt 4 4 4 Mar. 16 - 28/11 19-647 Apr. 07/11 19224A16 Red Deer

208 114.0254079 51.88775931 2 22 R1 10.382 2:22 North of County Red Deer line 4 4 4 April 03/2011 19-649 Apr. 05/11 19222B05 Innisfail

209 No GPS No GPS 2 24 R1 1.300 2:24 North of Maintenance turnaround (north of Hwy. 590) 1 1 1 April 03/2011 19-649 Apr. 05/11 19224C02 Innisfail

210 113.8609991 52.31126107 2 24 R1 35.731 2:24 South of Hwy. 11A (just north of Red Deer/Sylvan Lake sign) 5 7 7 April 10/2011 19-652 Apr. 28/11 19224C14 Red Deer

211 No GPS No GPS 2 24 L1 24.700 2:24 across from Woody's RV by QEII sign 4 7 7 April 17/2011 19-652 Apr. 28/11 19224A08 Red Deer

212 No GPS No GPS 2 24 L1 6.495 2:24 Antler Hill 5 7 5 April 17/2011 19-655 Apr. 18/11 19224A03 Innisfail

213 No GPS No GPS 2 22 R1 16.300 2:22 by Curve right sign 1 1 1 April 17/2011 19-655 Apr. 18/11 19222B07 Innisfail

214 114.0254114 51.88450566 2 22 R1 10.020 2:22 North of County Red Deer line 6 8 8 May 07/11 19-663 May 09/11 19222B05 Innisfail

215 114.0254000 51.90071021 2 22 R1 11.823 2:22 North of RWIS station 3 3 3 May 07/11 19-663 May 09/11 19222B05 Innisfail

216 114.0254002 51.90235448 2 22 R1 12.006 2:22 South of 2A Connector 1 1 1 May 07/11 19-663 May 09/11 19222B05 Innisfail



219 113.9258306 52.0302272 2 24 R1 0.552 2:24 Median North of Hwy. 590 2 5 3 May 14/11 19-668 May 18/11 19224B01 Innisfail

220 113.8139631 52.2116961 2 24 L1 23.436 2:24 by Mobile Lube Express 8 8 8 May 15/11 19-669 May 20/11 19224A08 Red Deer

221 113.8609813 52.30583974 2 24 R1 35.128 2:24 by Alan Dale (This where vehicle penetrated barrier) 10 12 12 May 16/11 19-669 May 20/11 19224C14 Red Deer

222 113.9004201 52.05040524 2 24 R1 3.395 2:24 Antler Hill 2 3 3 May 23/11 19-670 May 25/11 19224C02 Innisfail

223 No GPS No GPS 2 22 R1 13.750 2:22 Median south of Golf Course 1 1 1 June 14/11 19-684 June 17/11 19222B05 Innisfail

224 No GPS No GPS 2 22 R1 14.950 2:22 Median by Golf Course 3 3 3 June 14/11 19-684 June 17/11 19222B06 Innisfail

225 No GPS No GPS 2 22 R1 16.673 2:22 Median 2 3 3 June 14/11 19-684 June 17/11 19222B07 Innisfail

226 113.8139933 52.22419595 2 24 L1 24.834 2:24 by Woody's RV 3 11 7 June 14/11 19-684 June 20/11 19224A08 Red Deer

227 113.8609545 52.30125667 2 24 R1 34.618 2:24 by Finning 2 2 3 June 14/11 19-684 June 20/11 19224C14 Red Deer

228 No GPS No GPS 2 22 R1 14.940 2:22 Median by Golf Course 1 2 1 July 2/11 19-692 July 04/11 19222B06 Innisfail

229 113.8515635 52.25788857 2 24 L1 29.373 2:24 by Fort Norm/Popovich sign 4 4 4 July 01/11 19-692 July 08/11 19224A09 Red Deer

230 113.8302704 52.23888696 2 24 R1 26.878 2:24 North of 32nd st. 2 1 1 July 01/11 19-692 July 08/11 19224C10 Red Deer

231 113.8610001 52.29287914 2 24 R1 33.686 2:24 North of Hwy. 11 by King's 7 8 8 June 29/11 19-692 July 08/11 19224C14 Red Deer

232 113.8337689 52.24181959 2 24 L1 27.212 2:24 South of 32nd st. by 5.9m ht. sign 16 16 15 July 27/11 19-700 Aug. 02/11 19224A09 Red Deer

233 113.9534313 52.00877557 2 22 L1 25.444 2:22 North of Site# 2218 8 8 8 Aug. 01/11 19-700 Aug. 03/11 19222A09 Innisfail

234 114.0254504 51.88458977 2 22 R1 10.029 2:22 Median North of county line 8 8 8 Aug. 08/11 19-706 Aug. 12/11 19222B05 Innisfail

235 114.0254415 51.89249892 2 22 R1 10.909 2:22 Median South of RWIS 1 1 1 Aug. 08/11 19-706 Aug. 12/11 19222B05 Innisfail

236 113.8988417 52.05163272 2 24 R1 3.569 2:24 Antler Hill 9 9 9 Aug. 05/11 19-706 Aug. 12/11 19224C02 Innisfail

237 113.8139256 52.15745916 2 24 R1 17.296 2:24 Just south of Slower traffic sign 2 4 4 Aug. 17/11 19-707 Aug. 25/11 19224C06 Red Deer

238 113.8139105 52.16257542 2 24 R1 17.865 2:24 Just south of Red Deer Regional Airport sign 3 3 3 Aug. 17/11 19-707 Aug. 25/11 19224C06 Red Deer

239 113.8612081 52.29783552 2 24 L1 34.180 2:24 by Western RV 1 1 1 Aug. 17/11 19-707 Aug. 25/11 19224A16 Red Deer

240 113.8140731 52.22127726 2 24 L1 24.501 2:24 by Mazda 1 1 1 Aug. 23/11 19-713 Aug. 25/11 19224A08 Red Deer

241 113.9456862 52.01451662 2 22 L1 26.275 2:22 (Across from Bluebird) 9 9 9 Sept. 11/11 19-717 Sept. 12/11 19222A09 Innisfail

242 113.8805265 52.0663319 2 24 L1 5.634 2:24 (Antler Hill - North side) 1 1 1 Sept. 11/11 19-717 Sept. 12/11 19224A03 Innisfail

5/7


CMA 19 Repair Data


Roadway Label


Approx. date of

hit

Work

Order #

Date


243 113.8564376 52.085381 2 24 R1 8.318 2:24 (North of Old Pole Rd.) 1 1 1 Sept. 18/11 19-720 Sept. 21/11 19224C04 Innisfail

244 113.8138791 52.13012659 2 24 R1 14.254 2:24 (South of Hwy. 42) 1 1 1 Sept. 18/11 19-720 Sept. 21/11 19224C05 Innisfail

245 113.8379736 52.24557926 2 24 L1 27.719 2:24 (South of 32nd st.) 2 3 3 Sept. 26/11 19-721 Oct. 13/11 19224A09 Red Deer

246 113.8494453 52.25621486 2 24 R1 29.209 2:24 (by Roadside turnout sign) 1 2 2 Sept. 26/11 19-721 Oct. 13/11 19224C10 Red Deer

247 113.8640869 52.27777504 2 24 L1 31.915 2:24 (across from high load detector) 1 1 1 Sept. 26/11 19-721 Oct. 13/11 19224A11 Red Deer

248 113.8540984 52.08725266 2 24 R1 8.581 2:24 (N. of Old Pole Rd.) 1 3 1 Sept. 29/11 19-721 Sept. 30/11 19224C04 Innisfail

249 113.8557324 52.0859591 2 24 R1 8.399 2:24 (N. of Old Pole Rd.) 7 7 7 Oct. 02/11 19-721 Oct. 03/11 19224C04 Innisfail

250 113.9147103 52.03901579 2 24 R1 1.792 2:24 ( Antler Hill) 3 3 3 Oct. 04/11 19-725 Oct. 17/11 19224C02 Innisfail

251 113.8987987 52.05165637 2 24 R1 3.573 2:24 ( Antler Hill) 9 9 9 Oct. 21/11 19-727 Oct. 21/11 19224C02 Innisfail

252 113.8141632 52.20049648 2 24 R1 22.196 2:24 (s. of Mckenzie overpass) 6 7 7 Oct. 24/11 19-729 Oct. 31/11 19224C07 Red Deer

253 113.8569471 52.26275879 2 24 L1 30.028 2:24 (s. of red deer river/n. of roadside turnout) 1 1 1 Oct. 24/11 19-729 Oct. 31/11 19224A09 Red Deer

254 113.8613903 52.26677077 2 24 L1 30.568 2:24 (s. of red deer river) 1 1 1 Oct. 24/11 19-729 Oct. 31/11 19224A09 Red Deer

255 113.8609852 52.30718495 2 24 R1 35.278 2:24 (by Genivar) 3 3 3 Nov. 04/11 19-732 Nov. 10/11 19224C14 Red Deer

256 114.0178099 51.95404636 2 22 L1 17.873 2:22 (north of Fas Gas) 3 3 3 Nov. 04/11 19-732 Nov. 07/11 19222A08 Innisfail

257 114.0252081 51.92963925 2 22 R1 15.042 2:22 median (across from Bowden golf course) 3 3 3 Nov. 14/11 19-733 Nov. 14/11 19222B06 Innisfail

258 114.0250941 51.9428609 2 22 R1 16.512 2:22 median (north of Exit 357 - Bowden) 5 9 7 Nov. 14/11 19-733 Nov. 14/11 19222B07 Innisfail

259 113.8140032 52.20837789 2 24 L1 23.066 2:24 Across from Husky/Smitty's 3 4 5 Nov. 17/11 19-735 Nov. 23/11 19224A08 Red Deer

260 113.8140628 52.21896228 2 24 L1 24.244 2:24 across from Howard Johnson 8 11 10 Nov. 17/11 19-735 Nov. 23/11 19224A08 Red Deer

261 113.8597657 52.26530871 2 24 L1 30.371 2:24south of Red Deer River 3 5 4 Nov. 17/11 19-735 Nov. 23/11 19224A09 Red Deer

262 113.8661375 52.27253043 2 24 R1 31.359 2:24 north of Red Deer River 3 4 4 Nov. 17/11 19-735 Nov. 23/11 19224C12 Red Deer

263 113.8662175 52.2729114 2 24 R1 31.401 2:24 north of Red Deer River 2 2 2 Nov. 17/11 19-735 Nov. 23/11 19224C12 Red Deer

264 113.862176 52.28027683 2 24 R1 32.270 2:24 by Parkland Garden's blue sign 4 4 4 Nov. 17/11 19-735 Nov. 23/11 19224C13 Red Deer

265 113.8613695 52.28156039 2 24 R1 32.424 2:24 north of overhead sign structure south of Hwy. 11 2 2 3 Nov. 17/11 19-735 Nov. 23/11 19224C14 Red Deer

266 113.8609811 52.29433764 2 24 R1 33.848 2:24 by Laebon Homes 1 1 1 Nov. 17/11 19-735 Nov. 23/11 19224C14 Red Deer

267 113.8609834 52.29460535 2 24 R1 33.878 2:24 by Laebon Homes 1 1 1 Nov. 17/11 19-735 Nov. 23/11 19224C14 Red Deer

268 113.8609834 52.29481659 2 24 R1 33.901 2:24 by Max. 110 sign between Laebon and Red Deer Motors 5 5 5 Nov. 17/11 19-735 Nov. 23/11 19224C14 Red Deer

269 113.8609885 52.3015958 2 24 R1 34.656 2:24 just south of Brandt 2 4 3 Nov. 17/11 19-735 Nov. 23/11 19224C14 Red Deer

270 113.8593908 52.26496508 2 24 L1 30.325 2:24 by 32 St. 2 km sign (this hit where truck/trailer went thru) 4 10 12 Nov. 22/11 19-735 Nov. 23/11 19224A09 Red Deer

271 114.0254608 51.90812539 2 22 L1 12.648 2:22 by 2A connector -- Exit 353 sign 7 7 7 Nov. 24/11 19-738 Nov. 25/11 19222B05 Innisfail

272 114.006996 51.96611211 2 22 L1 19.408 2:22 north of Fas Gas 1 1 2 Nov. 24/11 19-738 Nov. 25/11 19222A08 Innisfail

273 113.9833968 51.98795292 2 22 L1 22.345 2:22 north of QEII sign 7 9 9 Nov. 24/11 19-738 Nov. 25/11 19222A08 Innisfail

274 113.9826824 51.98844276 2 22 L1 22.418 2:22 south of QEII sign 2 4 4 Nov. 24/11 19-738 Nov. 25/11 19222A08 Innisfail

275 113.9079881 52.04435699 2 24 R1 2.545 2:24 Antler Hill 2 2 2 Nov. 24/11 19-738 Nov. 25/11 19224C02 Innisfail

276 113.8863843 52.06167214 2 24 L1 4.978 2:24 by roadside turnout sign 3 3 3 Nov. 24/11 19-738 Nov. 25/11 19224A03 Innisfail

277 113.8139255 52.13510758 2 24 R1 14.809 2:24 south of Hwy 42 by ramp 5 7 5 Nov. 24/11 19-738 Nov. 25/11 19224C05 Innisfail

278 No GPS No GPS 2 24 R1 15.630 2:24 south of Hwy 42 1 1 1 Nov. 24/11 19-738 Nov. 25/11 19224C05 Innisfail

279 No GPS No GPS 2 24 R1 10.260 2:24 across from equestrian farm 2 2 2 Nov. 24/11 19-738 Nov. 25/11 19224C04 Innisfail

280 113.8278908 52.23644444 2 24 L1 26.491 2:24 SBL north of 2A Flyover 2 2 2 Nov. 24/11 19-739 Dec. 15/11 19224A09 Red Deer

281 114.0254278 51.90845104 2 22 R1 12.684 2:22 at 2A Connector 1 3 2 Nov. 28/11 19-738 Dec. 13/11 19222B05 Innisfail

282 113.9653039 52.00043742 2 22 L1 24.208 2:22 south of site# 2218(Hwy.54) 2 4 3 Nov. 28/11 19-738 Dec. 13/11 19222A09 Innisfail

283 113.9616808 52.00295049 2 22 L1 24.583 2:22 just north of Site#2218(Hwy.54) 5 9 7 Nov. 28/11 19-738 Dec. 13/11 19222A09 Innisfail

284 113.9602951 52.00389879 2 22 L1 24.725 2:22 north of site#2218 just north of Max. 110 signs 2 4 3 Nov. 28/11 19-738 Dec. 13/11 19222A09 Innisfail

285 113.9529825 52.00909540 2 22 L1 25.491 2:22 north of site#2218 just north of 5.4m ht. sign 3 4 4 Nov. 28/11 19-738 Dec. 13/11 19222A09 Innisfail

286 113.9519142 52.00990576 2 22 L1 25.607 2:22 by 54 Innisfail/Caroline next exit sign 1 4 4 Nov. 28/11 19-738 Dec. 13/11 19222A09 Innisfail

287 113.9410137 52.01817342 2 22 L1 26.793 2:22 by Alberta Trailers 5 12 10 Nov. 28/11 19-738 Dec. 13/11 19222A09 Innisfail

288 113.8788615 52.06762138 2 24 L1 5.817 2:24 by roadside turnout 1km sign. Northside of Antler hill 3 4 2 Nov. 28/11 19-738 Dec. 13/11 19224A03 Innisfail

289 113.8139369 52.13791356 2 24 R1 15.121 2:24 south of hwy. 42 overpass 1 1 1 Nov. 28/11 19-738 Dec. 13/11 19224C05 Innisfail

290 113.8139217 52.13850469 2 24 R1 15.187 2:24 south of Hwy. 42 overpass 1 3 2 Nov. 28/11 19-738 Dec. 13/11 19224C05 Innisfail

291 113.8287384 52.23742010 2 24 R1 26.684 2:24 north of 2A Flyover 2 2 2 Nov. 28/11 19-739 Dec. 15/11 19224C10 Red Deer

292 113.984643 51.98706318 2 22 L1 22.214 2:22 just south of Innisfail access 2km sign (south of Site2218) 7 7 7 Nov. 30/11 19-740 Dec. 13/11 19222A08 Innisfail

6/7


CMA 19 Repair Data


Roadway Label


Approx. date of

hit

Work

Order #

Date


293 113.9788243 51.99109147 2 22 L1 22.815 2:22 north of maintenance turnaround that is south of Site#2218 4 4 4 Nov. 30/11 19-740 Dec. 13/11 19222A09 Innisfail

294 113.8139231 52.14835152 2 24 R1 16.282 2:24 600m north of Hwy. 42 overpass 15 17 17 Nov. 30/11 19-739 Dec. 14/11 19224C05 Red Deer

295 114.0254417 51.89270929 2 22 R1 10.932 2:22 by Wellsite on eastside 3 4 4 Dec. 02/11 19-740 Dec. 13/11 19222B05 Innisfail

296 114.0254284 51.90614269 2 22 R1 12.427 2:22 south of 2A Connector 2 3 2 Dec. 02/11 19-740 Dec. 13/11 19222B05 Innisfail

297 114.0254013 51.91600042 2 22 R1 13.524 2:22 North of Rodeo grounds 4 8 6 Dec. 02/11 19-740 Dec. 13/11 19222B05 Innisfail

298 114.0253842 51.91816485 2 22 R1 13.765 2:22 by Saugeen Acres 8 15 15 Dec. 02/11 19-740 Dec. 13/11 19222B05 Innisfail

299 113.955893 52.00691866 2 22 L1 25.177 2:22 South of Site 2218. By off ramp 3 5 3 Dec. 02/11 19-740 Dec. 13/11 19222A09 Innisfail

300 113.902994 52.04835721 2 24 R1 3.106 2:24 Antler Hill NB 1 6 5 Dec. 02/11 19-740 Dec. 13/11 19224C02 Innisfail

301 113.9028184 52.04850398 2 24 R1 3.127 2:24 Antler Hill NB 2 5 5 Dec. 02/11 19-740 Dec. 13/11 19224C02 Innisfail

302 113.8345019 52.1028004 2 24 R1 10.771 2:24 by Equestrian (horse vet) place 1 1 1 Dec. 02/11 19-740 Dec. 13/11 19224C04 Innisfail

303 113.8196548 52.11456859 2 24 R1 12.429 2:24 south end of sailor's curve 4 4 5 Dec. 02/11 19-740 Dec. 13/11 19224C05 Innisfail

304 113.8180337 52.11594712 2 24 R1 12.619 2:24 by Caring for Alberta Highways sign 1 1 2 Dec. 02/11 19-740 Dec. 13/11 19224C05 Innisfail

305 113.8140019 52.12311029 2 24 R1 13.473 2:24 south of exit 384/42/Penhold/Pine Lake/Next Exit sign 2 2 2 Dec. 02/11 19-740 Dec. 13/11 19224C05 Innisfail

306 113.8139127 52.12582011 2 24 R1 13.775 2:24 south of Popovich sign 12 16 17 Dec. 02/11 19-740 Dec. 13/11 19224C05 Innisfail

307 113.8139206 52.13726193 2 24 R1 15.048 2:24 by Exit sign (sign damaged) 9 12 11 Dec. 02/11 19-740 Dec. 13/11 19224C05 Innisfail

308 113.813919 52.1379108 2 24 R1 15.121 2:24 north of Exit sign 2 7 5 Dec. 02/11 19-740 Dec. 13/11 19224C05 Innisfail

309 113.8139195 52.16157849 2 24 R1 17.754 2:24 north of Red Regional Airport sign 1 1 1 Dec. 02/11 19-740 Dec. 14/11 19224C06 Red Deer

310 113.8139235 52.17122355 2 24 R1 18.827 2:24 south end of roadside turnout decel ramp 1 3 0 Dec. 02/11 19-740 Dec. 14/11 19224C06 Red Deer

311 113.82653 52.23521857 2 24 L1 26.33 2:24 Just north of 2A Flyover 3 3 3 Dec. 02/11 19-740 Dec. 15/11 19224A09 Red Deer

312 113.8357312 52.24358767 2 24 L1 27.45 2:24 south of 32nd st./north of 2A to Gaetz 2km sign 3 4 3 Dec. 02/11 19-740 Dec. 15/11 19224A09 Red Deer

313 113.866368 52.27359642 2 24 L1 31.42 2:24 north of Red Deer river 4 6 6 Dec. 02/11 19-740 Dec. 15/11 19224A11 Red Deer

314 113.8613433 52.28175604 2 24 R1 32.446 2:24 south of Hwy. 11 by Exit 60km sign 4 5 5 Dec. 02/11 19-740 Dec. 16/11 19224C14 Red Deer

315 113.861204 52.28575859 2 24 L1 32.836 2:24 north of road narrows-loss of lane sign 1 3 3 Dec. 02/11 19-740 Dec. 15/11 19224A11 Red Deer

316 113.8609885 52.30283446 2 24 R1 34.794 2:24 between Lonkar and Brandt 4 4 4 Dec. 02/11 19-740 Dec. 16/11 19224C14 Red Deer

317 113.8586036 52.08376987 2 24 L1 8.088 2:24 South of Old Pole Rd. by No Uturn sign 3 3 3 Dec. 15/11 19-744 Dec. 19/11 19224A03 Innisfail

318 113.8489335 52.09134917 2 24 R1 9.158 2:24 North of Old Pole Rd. 1 1 3 Dec. 19/11 19-745 Dec. 20/11 19224C04 Innisfail

319 114.0252166 51.93664828 2 22 R1 15.822 2:22 South of Site#43 by rest area exit sign 2 4 3 Dec. 21/11 19-746 Dec. 22/11 19222B06 Innisfail

320 113.8189779 52.11512062 2 24 R1 12.506 2:24 Start of sailors curve 3 6 3 Dec. 21/11 19-746 Dec. 22/11 19224C05 Innisfail

321 113.8140616 52.22404246 2 24 L1 24.808 2:24 by Woody's RV 4 Dec. 21/11 19-747 19224A08 Red Deer

322 114.0254024 51.91408014 2 22 R1 13.310 2:22 just north of Rest Area 2 km sign (north of 2A Connector) 5 5 5 Dec. 26/11 19-747 Jan. 03/12 19222B05 Innisfail

323 113.876989 52.06910459 2 24 L1 6.026 2:24 Antler Hill 5 8 8 Dec. 26/11 19-747 Jan. 03/12 19224A03 Innisfail

Totals 1107 1324 1322

7/7

Highway 2 High Tension Cable BarrierCMA 29 Repair

Hit Longitude Latitude Hwy CS Loc Km M Remarks P HP LP Date WO Repair RCMP Segment

1 12 9-Jun 29-604

2 12 30-Jun 29-605

3 12 22-Jul 29-617

4 700 m south of Amarada Road 2902 x 4 12 14-Jul 29-618

5 1 km south of Didsbury Op 12 14-Jul 29-622

6 Airdrie Trailer Sales 12 15-Jul 29-622

7 North of Beiseker OP 12 19-Jul 29-622

8 South of Beiseker OP 10 20-Jul 29-622

9 300 meters south of Netook 12 26-Jul 29-625

10 1/2 km south of Beiseker OP 6 30-Jul 29-626

11 Just south of Bergen Road 2902 x 4 40 12-Aug 29-630

12 Just north of Olds OP 2902 x 2 4 12-Aug 29-630

13 north of Acme OP 3 25-Aug 29-637

14 200m south of Beiseker OP 6 hairpins, 5 lockplates 1 6 5 31-Aug 29-639

15 4.8km north of Acme Flyover 13 hairpins,11 lockplates 9 13 11 2-Sep 29-639

16 Just south of Bergen Road 19 2-Sep 29-642

17 Riddles Coulee 17 9-Sep 29-654

18 2.8kms north of Amarada 12 20-Sep 29-644

19 2.3 kms N of Carstairs OP 7 HP, 7 LP,8 REF,5 SL 9 7 7 21-Sep 29-645

20 6.3 kms south of Carstairs 3HP,6 LP,8 REF,5 SL 5 3 6 21-Sep 29-645

21 1.7 kms s of Acme OP 4HP, 5LP, 10REF. 6 4 5 21-Sep 29-645

22 100m south of Olds OP 3 21-Sep 29-647

23 50m north of Olds OP 3 21-Sep 29-647

24 N of Airdrie Giles 5 7-Oct 29-651

25 N end of Snyders near 581 12 7-Oct 29-651

26 Right at Westcott Rd. 8 7-Oct 29-651

27 1.1 km south of 582 1 29-Oct 29-657

28 .3 km south of 582 3 29-Oct 29-657

29 Shaws Coulee N of 581 4 29-Oct 29-657

30 2.5 kms north of Acme OP 3 29-Oct 29-657

31 1.8 kms north of Acme OP 3 29-Oct 29-657

32 1.4 kms south of Beiseker OP 17 29-Oct 29-657

33 Airdrie Ped OP SB 9 29-Oct 29-657

34 1.4kms north of Westcott Rd. 8 5-Nov 29-661

35 1km north of Beiseker OP 3 8-Nov 29-663

36 0.5kms south of Westcott Rd. 8-Nov 29-663

37 -114.00127486 51.26647778 2 18 0.5 k S YV Rd km 6.014-6.045 4 12/1/2010 29-668

-114.00140634 51.26676381 2 18

38 -114.00126963 51.26720194 2 18 S of Yankee Valley km 6.094-6.124 4 12/1/2010 29-668

-114.00140039 51.26746784 2 18

39 -114.00130455 51.26875805 2 18 0.2 km S of YV Rd km 6.266-6.291 3 12/1/2010 29-668

-114.00140820 51.26900111 2 18

40 -114.00129590 51.26911083 2 18 0.1 km S of YV Rd km 6.303-6.320 2 12/1/2010 29-668

-114.00140748 51.26924775 2 18

41 -114.00177943 51.30459004 2 18 Across from McArthur km 10.262 - 10.286 3 12/1/2010 29-668

-114.00190355 51.30482681 2 18

1/19



42 -114.00185617 51.30808999 2 18 0.9 k N of AirdrieOP km 10.651-10.670 2 12/1/2010 29-668

-114.00188010 51.30824290 2 18

43 -114.00175836 51.31058502 2 18 1.2 k N of AirdrieOP km 10.928-10.971 5 12/1/2010 29-668

-114.00188640 51.31095997 2 18

44 -114.00180584 51.32689943 2 18 N of Crossover km 12.758-12.782 3 12/1/2010 29-668

-114.00190322 51.32713983 2 18

45 -114.00186673 51.34072520 2 18 N of Airdrie OP km 14.296-14.309 1 12/1/2010 29-668

-114.00187293 51.34081137 2 18

46 -114.00184009 51.34435500 2 18 N of Airdrie OP km 14.706-14.718 1 12/1/2010 29-668

-114.00189430 51.34447331 2 18

47 -114.00177572 51.35406205 2 18 N of Airdrie OP(NBV) km 15.784-15.797 1 12/1/2010 29-668

-114.00187359 51.35414387 2 18

48 -114.00188690 51.37055495 2 18 1.9 km S Beiseker OP km 17.627-17.640 1 12/1/2010 29-668

-114.00189598 51.37065261 2 18

49 -114.00185873 51.38212832 2 18 0.6 km S Beiseker OP km 18.916-18.935 2 12/1/2010 29-668

-114.00191569 51.38225420 2 18

50 -114.00184926 51.39624598 2 18 1 km N of Beiseker OP km 20.453- 20.502 7 11/26/2010 29-668

-114.00189324 51.39669835 2 18

51 -114.00179064 51.42356309 2 18 S of Acme FO km 23.500-23.518 2 11/26/2010 29-668

-114.00176290 51.42373113 2 18

52 -114.01818214 51.45459586 2 18 S of Acme OP (SBV) km 27.222-27.235 2 11/26/2010 29-668

-114.01824423 51.45464971 2 18

53 -114.02074189 51.45767384 2 18 S of Acme OP (NBV) km 27.608- 27.626 3 11/26/2010 29-668

-114.02077885 51.45776477 2 18

54 -114.02511824 51.50713179 2 20 3.6 km N Acme OP km 3.608-3.645 5 11/26/2010 29-668 (completed)

-114.02505248 51.50739617 2 20

55 -114.02504343 51.52261053 2 20 N of Acme OP (NBV) km 5.345-5.363 2 12/1/2010 29-668 (completed)

-114.02514103 51.52278239 2 20

56 -114.02512995 51.52444115 2 20 S of Carstairs OP km 5.547-5.559 1 11/26/2010 29-668 (completed)

-114.02510452 51.52454073 2 20

57 -114.02502029 51.54401883 2 20 2 k S of CarstairsOP km 7.700-7.730 4 11/26/2010 29-668

-114.02502648 51.54429045 2 20

58 -114.02506319 51.55503984 2 20 0.7k S Carstairs OP km 8.935-8.953 2 11/26/2010 29-668

-114.02503979 51.55526135 2 20

59 -114.02519304 51.57477009 2 20 1.3 k N Carstairs OP km 11.073-11.055 2 11/29/2010 29-668

-114.02512205 51.57465690 2 20

60 -114.02520465 51.57558438 2 20 1.4 k N Carstairs OP km 11.164-11.146 2 11/29/2010 29-668

-114.02516924 51.57546985 2 20

61 -114.02516154 51.57810904 2 20 In Coulee km 11.442-11.430 1 11/29/2010 29-668

-114.02516032 51.57799175 2 20

62 -114.02516928 51.58237728 2 20 Top of coulee km 11.918-11.906 1 11/29/2010 29-668

-114.02517613 51.58227307 2 20

63 -114.02515465 51.58269095 2 20 Top of Coulee km 11.954-11.942 1 11/29/2010 29-668

-114.02524483 51.58258487 2 20

64 -114.02513556 51.58304974 2 20 Top of Coulee (NBV) km 11.996-11.984 1 11/29/2010 29-668

-114.02523641 51.58295265 2 20

2/19



65 -114.02503680 51.58615919 2 20 N of Carstairs OP km 12.371-12.409 5 11/26/2010 29-668 (completed)

-114.02505053 51.58647608 2 20

66 -114.02520546 51.59103185 2 20 Top of Coulee km 12.889-12.859 4 11/29/2010 29-668 (completed)

-114.02521537 51.59077273 2 20

67 -114.02543167 51.60237548 2 20 2 km S Westcott Rd km 14.157-14.103 8 11/29/2010 29-668

-114.02541890 51.60188680 2 20

68 -114.02553828 51.61631208 2 20 0.5 km S Westcott Rd km 15.743-15.731 1 12/1/2010 29-668

-114.02544990 51.61622951 2 20

69 -114.02549520 51.61682287 2 20 0.4 km S Westcott Rd km 15.775-15.765 1 11/29/2010 29-668 (completed)

-114.02551151 51.61669918 2 20

70 -114.02552593 51.62645911 2 20 0.6 km N Westcott Rd km 16.854-16.824 4 11/29/2010 29-668 Nov.14/10

-114.02552123 51.62618700 2 20

71 -114.02551305 51.62747390 2 20 0.7 km N Westcott Rd km 16.971-16.945 3 11/29/2010 29-668

-114.02553291 51.62724463 2 20

72 -114.02551796 51.62771010 2 20 0.8 km N Westcott Rd km 16.997-16.985 1 11/29/2010 29-668

-114.02553150 51.62760671 2 20

73 -114.02551583 51.62936768 2 20 1 km N Westcott Rd km 17.185-17.009 28 11/29/2010 29-668

-114.02554609 51.62781888 2 20

74 -114.02549702 51.63057198 2 20 1.1 km N Westcott Rd km 17.317-17.269 7 11/29/2010 29-668 2535431

-114.02552216 51.63013394 2 20

75 -114.02549175 51.65975980 2 20 0.5 km S Didsbury OP km 20.582-20.558 3 11/29/2010 29-668 2254392

-114.02551870 51.65953617 2 20

76 -114.02551266 51.66881341 2 20 0.5 km N Didsbury OP km 21.573-21.537 5 11/29/2010 29-668 Nov 30/10 2482046

-114.02551731 51.66849252 2 20

77 -114.02550591 51.67313465 2 20 1 km N Didsbury OP km 22.056-22.020 5 11/29/2010 29-668 Nov 30/10

-114.02547856 51.67281296 2 20

78 -114.02551548 51.67805118 2 20 1.6 km N Didsbury OP km 22.599-22.581 3 11/29/2010 29-668 Nov 30/10

-114.02552791 51.67788214 2 20

79 -114.02545353 51.68054866 2 20 1.8 km N Didsbury OP km 22.877-22.859 2 11/29/2010 29-668 Nov 30/10

-114.02553040 51.68033143 2 20

80 -114.02546866 51.68971728 2 20 2 km S Bergen Rd km 23.903-23.866 5 11/29/2010 29-668 Nov 30/10

-114.02545372 51.68938167 2 20

81 -114.02555238 51.70911779 2 20 N of Bergen Rd km 26.074-26.039 6 11/29/2010 29-668 Nov 30/10

-114.02545396 51.70875411 2 20

82 -114.02552796 51.71098468 2 20 0.4 km N Bergen Rd km 26.285-26.267 2 11/29/2010 29-668 Nov 30/10

-114.02550275 51.71081304 2 20

83 -114.02549734 51.71287127 2 20 0.6 km N Bergen Rd km 26.497-26.479 3 11/29/2010 29-668 Nov 30/10

-114.02547724 51.71271978 2 20

84 -114.02551440 51.72791645 2 20 S Amerada Rd km 28.179-28.155 3 11/29/2010 29-668 Nov 30/10

-114.02553049 51.72769954 2 20

85 -114.02551010 51.73578997 2 20 S Amerada Rd km 29.059-29.047 1 11/29/2010 29-668 Nov 30/10

-114.02550940 51.73568651 2 20

86 -114.02540172 51.73705751 2 20 N Amerada Rd (NBV) km 29.199-29.234 4 11/29/2010 29-668 Dec 1/10

-114.02540535 51.73718803 2 20


-114.02538007 51.73974439 2 20

3/19




-114.02539658 51.74240288 2 20

89 -114.02542372 51.76360536 2 20 3.4 k Sof Olds OP km 32.173-32.203 4 11/29/2010 29-668 Dec 1/10

-114.02542708 51.76388460 2 20

90 -114.02540124 51.76484306 2 20 3.3 km S Olds OP km 32.312-32.360 7 11/29/2010 29-668 Dec 1/10

-114.02538495 51.76525232 2 20

91 -114.02513266 51.80328308 2 22 0.2 km N Olds OP km 0.982-0.993 1 11/29/2010 29-668 not completed

-114.02518156 51.80345757 2 22

92 -114.02536821 51.80340621 2 22 1 km N Olds OP km 1.005-1.023 3 11/29/2010 29-668 Dec 6/10

-114.02517213 51.80359700 2 22

93 -114.02529387 51.80554317 2 22 1.2 km N Olds OP km 1.246-1.258 3 11/29/2010 29-668 Dec 6/10

-114.02521476 51.80582636 2 22

94 -114.02527936 51.80575230 2 22 1.3 km N Olds OP km 1.270-1.288 2 11/29/2010 29-668 Dec 6/10

-114.02516607 51.80596214 2 22

95 -114.02529202 51.81365261 2 22 2.1 k N Olds OP(SBV) km 2.140-2.158 4 11/29/2010 29-668 Dec 6/10

-114.02537745 51.81379252 2 22

96 -114.02530899 51.81532382 2 22 N Olds OP (SBV) km 2.327-2.352 3 11/29/2010 29-668 (completed)

-114.02535171 51.81551250 2 22

97 -114.02537857 51.84117094 2 22 1 km S Wimborne Rd km 5.220-5.323 16 11/29/2010 29-668 Dec 6/10

-114.02536090 51.84209376 2 22

98 -114.0255781 51.8563090 2 22 R1 6.856 27 N Olds OP (4p) 3 12/14/2010 29-678 12/20/2010

-114.0255053 51.8560730

99 -114.0255375 51.8221358 2 22 R1 3.065 16 N Olds OP 1 12/14/2010 29-678 12/21/2010

-114.0254791 51.8219966

100 -114.0254683 51.8201146 2 22 R1 2.843 12 N Olds OP 1 12/14/2010 29-678 12/21/2010

-114.0254730 51.8200056

101 2 22 R1 1.379 1.3 km N Olds OP 1 12/14/2010 29-678 12/21/2010

NBV (2p)

102 -114.0254107 51.7588446 2 20 R1 31.603 54 2.4 km N Amerada 7 12/14/2010 29-678 12/20/2010

-114.0254083 51.7593314

103 -114.0254122 51.7520562 2 20 R1 30.844 11 1.6 km N Amerada 1 12/14/2010 29-678 12/20/2010

-114.0254182 51.7521585

104 -114.0253995 51.7492579 2 20 R1 30.531 29 1.3 km N Amerada 3 12/14/2010 29-678 12/20/2010

-114.0254130 51.7495215

105 -114.0252705 51.4860957 2 18 R1 28.291 43 1.2 km S Acme OP 6 12/14/2010 29218B10

-114.0251428 51.4857217

106 -114.0018347 51.3470252 2 18 L1 14.968 72 5.2 km N Airdrie OP 11 12/31/2010 29218B06

-114.0018589 51.3476969 SBV

107 -114.0000726 51.2921600 2 18 L1 8.867 24 S Airdrie OP (curve) 3 12/31/2010 29218A04

-114.0000624 51.2919506 SBV

108 -114.0015722 51.2636294 2 18 L1 5.679 30 S of Yankee Yalley 4 12/22/2010 29218A02

109 -114.0013238 51.2598622 2 18 R1 5.265 36 S Yankee Valley Rd 5 1/25/2011 1/25/2011 29218C01

-114.0013408 51.2601970

110 -114.0013156 51.2638575 2 18 R1 5.725 18 S OHR Sign 2 1/7/2011 29-682 1/25/2011 29218C01

-114.0013475 51.2640479

111 -114.0013419 51.2649065 2 18 R1 5.842 42 N OHR Sign 5 1/7/2011 29-682 1/25/2011 29218C01

4/19



-114.0013491 51.2653326 (1 p good)

112 -114.0013152 51.2655470 2 18 R1 5.917 12 N OHR Sign 1 1/7/2011 29-682 1/25/2011 29218C01

-114.0013638 51.2657026

113 -114.0017756 51.3010154 2 18 L1 9.886 12 0.1 km N Airdrie OP 1 1/7/2011 29-682 1/27/2011 29218B05

-114.0017953 51.3011472

114 -114.0019817 51.3107414 2 18 R1 10.922 12 1.1 k N Airdrie OP (nbv) 1 1/11/2011 29-686 1/25/2011 29218B05

-114.0019009 51.3106078

115 -114.0019812 51.3118434 2 18 R1 11.045 18 1.2 k N Airdrie OP (nbv) 2 1/11/2011 29-686 1/27/2011 29218B05-114.0018990 51.3116900

116 -114.0019220 51.3255436 2 18 L1 12.529 24 2.8 k N Airdrie OP (sbv) 2 1/11/2011 29-686 1/25/2011 29218B06-114.0019105 51.3253048 (2p/ 1good)

117 -114.0019930 51.3255326 2 18 L1 12.589 24 2.8 km N Airdrie OP 2 1/7/2011 29-682 1/27/2011 29218B06-114.0019071 51.3253179 (1 p good)

118 -114.0017704 51.3471256 2 18 L1 14.990 67 5.2 km N Airdrie OP 10 1/7/2011 29-682 1/27/2011 29218B06-114.0018593 51.3476874

119 -114.0018731 51.3820582 2 18 R1 18.883 18 0.6 k S Beiseker OP 2 1/7/2011 29-682 *NR 29218B07-114.0018500 51.3822260

120 -114.0018493 51.3880537 2 18 R1 19.546 36 0.1 k N Beiseker OP 5 1/12/2011 29-686 *NR 29218B07-114.0018351 51.3883661

121 -114.0020233 51.3916516 2 18 R1 19.900 12 0.5 k N Beiseker OP 1 1/11/2011 29-686 R 29218B07-114.0019462 51.3915447

122 -114.0029752 51.4354252 2 18 L1 24.800 42 4.7 k S Acme OP (sbv) 6 1/11/2011 29-686 *NR 29218B09-114.0027736 51.4350949

123 -114.0125827 51.4474558 2 18 L1 26.311 18 3.2 km S Acme OP (sb) 2 1/7/2011 29-682 R 29218B09-114.0124291 51.4472918

124 -114.0250946 51.5067474 2 20 R1 3.571 24 3.5 k N Acme OP 3 1/6/2011 29-682 1/26/2011 29220B02-114.0251383 51.5069896

125 -114.0250504 51.5218123 2 20 L1 5.245 42 5.2 k N Acme OP 6 1/6/2011 29-682 1/26/2011 29220B02-114.0251215 51.5221926

126 -114.0250888 51.5240582 2 20 R1 5.498 42 5.5 k N Acme OP 6 1/6/2011 29-682 1/26/2011 29220B02-114.0251107 51.5244672

127 -114.0250450 51.5268750 2 20 R1 5.811 12 3.9 k S Carstairs OP 1 1/6/2011 29-682 1/26/2011 29220B02-114.0251230 51.5269901

128 -114.0251175 51.5272946 2 20 L1 5.859 18 3.9 k S Carstairs OP 2 1/6/2011 29-682 1/26/2011 29220B02-114.0251294 51.5274611




132 -114.0250427 51.5610452 2 20 L1 9.626 12 0.1 k S Carstairs OP 1 1/6/2011 29-682 1/25/2011 29220B03-114.0251116 51.5611455

133 -114.0251134 51.5655438 2 20 R1 10.125 24 0.4 k N Carstairs OP 3 1/6/2011 29-682 1/25/2011 29220B03-114.0251102 51.5657451




137 -114.0255297 51.6270616 2 20 L1 16.931 24 4.1 k S Didsbury OP 3 1/6/2011 29-682 1/25/2011 29220A05

5/19



-114.0255207 51.6268331138 -114.0255366 51.6274806 2 20 L1 16.979 12 4.1 k S Didsbury OP 1 1/6/2011 29-682 1/25/2011 29220A05

-114.0255216 51.6273849139 -114.0255468 51.6276605 2 20 L1 17.000 12 4.1 k S Didsbury OP 1 1/6/2011 29-682 1/25/2011 29220A05

-114.0255185 51.6275742140 -114.0255503 51.6278862 2 20 L1 17.024 12 4.0 k S Didsbury OP 1 1/6/2011 29-682 1/25/2011 29220A05

-114.0255388 51.6277719141 -114.0255541 51.6282022 2 20 L1 17.060 24 4.0 k S Didsbury OP 3 1/6/2011 29-682 1/25/2011 29220A05

-114.0255258 51.6279845142 -114.0255480 51.6284659 2 20 L1 17.091 12 4.0 k S Didsbury OP 1 1/6/2011 29-682 1/25/2011 29220A05

-114.0255263 51.6283660143 -114.0255327 51.6288133 2 20 L1 17.130 24 3.9 k S Didsbury OP 3 1/6/2011 29-682 1/25/2011 29220A05

-114.0255279 51.6285804144 -114.0255176 51.6597568 2 20 L1 20.583 24 0.5 k S Didsbury OP 3 1/6/2011 29-682 1/25/2011 29220A06

-114.0255094 51.6595568 (NR Jan 27 inspect)145 -114.0255000 51.7111357 2 20 R1 27.299 12 0.3 k N Bergen (nbv) 1 1/13/2011 29-684 1/12/2011 29220B08

-114.0254919 51.7110267146 -114.0255211 51.7235101 2 20 L1 27.676 12 1.5 k S Amerada (sbv) 1 1/13/2011 29-684 1/12/2011 29220B08

-114.0255158 51.7234021147 -114.0253875 51.7399030 2 20 R1 29.501 12 0.4 k N Amerada (sbv) 1 1/13/2011 29-684 1/12/2011 29220C09

-114.0254098 51.7400068148 -114.0254256 51.7404799 2 20 R1 29.570 42 0.4 k N Amerada 6 1/21/2011 29-688 1/26/2011 29220C09

-114.0254142 51.7408485 tensioned149 -114.0254165 51.7614866 2 20 R1 31.914 12 2.8 k N Amerada (nbv) 1 1/13/2011 29-684 1/12/2011 29220C09

-114.0254147 51.7616017 (2p)150 2 20 R1 33.670 12 1.9 k S Olds OP 1 1/26/2011 29220C09

tensioned151 -114.0254255 51.7772507 2 20 R1 33.673 32 1.9 k S Olds OP (nbv) 4 1/13/2011 29-684 1/12/2011 29220C09

-114.0254230 51.7775255 (NR Jan 27 inspect)152 -114.0253852 51.7813425 2 20 R1 34.131 21 1.4 k S Olds OP (nbv) 2 1/13/2011 29-684 1/12/2011 29220C09

-114.0253969 51.7814931153 -114.0254066 51.7825139 2 20 R1 34.263 12 1.3 k S Olds OP (nbv) 1 1/13/2011 29-684 1/12/2011 29220C09

-114.0254044 51.7826217154 2 20 R1 34.800 0.7 k S Olds OP (1p) 4 1/12/2011 29-686 1/26/2011 29220C11

155 -114.0255192 51.7994259 2 22 R1 0.554 18 0.5 k N Olds OP 2 1/12/2011 29-686 1/26/2011 29222B02-114.0254268 51.7992685

156 2 22 R1 0.800 0.8 k N Olds OP 5 1/27/2011 1/26/2011 29222B02

157 -114.0254836 51.8034007 2 22 R1 0.981 18 1 k N Olds OP (nbv) 2 1/12/2011 29-686 1/26/2011 29222B02-114.0254163 51.8032623

158 -114.0255317 51.8072096 2 22 R1 1.409 36 1.4 k N Olds OP (nbv) 5 1/12/2011 29-686 1/26/2011 29222B02-114.0254435 51.8068863 tensioned

159 -114.0254803 51.8115848 2 22 R1 1.896 18 1.8 k N Olds OP 2 1/12/2011 29-686 1/26/2011 29222B02-114.0254923 51.8114094 tensioned

160 -114.0255699 51.8407586 2 22 R1 5.149 18 1.4 k S Wimborne (nbv) 2 1/12/2011 29-686 1/26/2011 29222B03-114.0254828 51.8406051 tensioned

161 -114.0254942 51.8416913 2 22 R1 5.252 12 1.3 k S Wimborne (nbv) 1 1/12/2011 29-686 1/26/2011 29222B03-114.0255025 51.8415774

162 -114.0255514 51.8567852 2 22 R1 6.933 36 0.4 k N Wimborne (nbv) 5 1/12/2011 29-686 1/26/2011 29222B04

-114.0255041 51.8564468 tensioned

163 -114.0254905 51.8673394 2 22 L1 8.099 12 1.6 k S end of Cma (sb) 1 2/1/2011 29-693 2/11/2011 29222B04-114.0254964 51.8672312 OLDS

6/19



164 -114.0254996 51.8670195 2 22 L1 8.066 12 1.7 k S End of Cma (sb) 1 2/1/2011 29-693 2/11/2011 29222B04-114.0255041 51.8669081

165 -114.0254669 51.8011184 2 22 R1 0.741 12 0.7 k N Olds OP 1 2/1/2011 29-693 2/11/2011 29222B02-114.0254663 51.8010114

166 -114.0254728 51.8002474 2 22 R1 0.640 12 0.6 k N Olds OP 1 29-693 29222B02-114.0254772 51.8001395 (*damaged socket)

167 2 22 R1 0.200 24 0.2 k N Olds OP 3 29-693 2/11/2011 29222B02

168 2 20 R1 35.400 0.18 k S Olds OP 2 2/8/2011 29-693 2/11/2011 29220B11

169 2 20 R1 35.000 0.5 k S Olds OP 1 2/8/2011 29-693 2/11/2011 29220B10

170 2 20 R1 34.900 0.6 k S Olds OP 1 2/8/2011 29-693 2/11/2011 29220B10

171 -114.0254875 51.7556548 2 20 R1 31.234 12 4.3 k S Olds OP 1 2/1/2011 29-693 2/11/2011 29220C09-114.0254887 51.7555456

172 -114.0254938 51.7471298 2 20 R1 30.252 30 1.1 k N Amerada Rd 4 2/1/2011 29-693 2/11/2011 29220C09-114.0254796 51.7467451

173 -114.0254878 51.7440940 2 20 R1 29.939 18 0.8 k N Amerada (nb) 2 2/1/2011 29-693 2/11/2011 29220C09-114.0254878 51.7439335

174 -114.0254978 51.7201262 2 20 R1 27.275 12 1.4 k N Bergen Rd (nb) 1 2/1/2011 29-693 2/11/2011 29220A08-114.0254973 51.7200343

175 -114.0254951 51.6897756 2 20 L1 23.881 24 2.8 k N H 582 (sb) 3 2/1/2011 29-693 2/11/2011 29220A07-114.0254884 51.6895532 OLDS

176 -114.0284201 51.8823804 2 20 L1 18.376 120 2.2 k N Westcott Rd 19 2/23/2011 29-700 3/8/2011 29220A05-114.0284201 51.8823804 CROSS

177 -114.0283766 51.8823804 2 20 L1 15.793 12 0.4 k S Westcott (sb) 1 2/23/2011 29-700 3/8/2011 29220B04-114.0283766 51.8823804

178 -114.0254601 51.6091618 2 20 R1 14.914 30 1.3 k S Westcott (nb) 4 2/1/2011 29-693 29220B04-114.0254985 51.6089038

179 -114.0254349 51.6018766 2 20 R1 14.114 12 2 k S Westcott 1 2/1/2011 29-693 29220B04-114.0254153 51.6017610

180 -114.0253637 51.6009126 2 20 R1 14.000 24 2.1 k S Westcott (nb) 3 2/1/2011 29-693 29220B04-114.0253524 51.6006925

181 -114.0251922 51.5931471 2 20 R1 13.178 12 3.3 k S H 581 1 2/15/2011 29-693 29220B04-114.0251902 51.5932574

182 -114.0283766 51.8823804 2 20 L1 12.804 30 3.0 k N H 581 (sb) 4 2/23/2011 29-700 3/8/2011 29220B04-114.0283766 51.8823804

183 -114.0251415 51.5546188 2 20 R1 8.848 12 0.9 k S H 581 (nb) 1 2/1/2011 29-693 29220B03-114.0251544 51.5545133

184 -114.0076280 51.4414041 2 18 R1 26.317 24 3.2 k S Acme OP 3 2/15/2011 29218B09-114.0078625 51.4416845

185 -114.0072375 51.4409129 2 18 R1 25.522 48 4.0 k S Acme OP 7 2/15/2011 29-693 29218B09-114.0075517 51.4413000

186 -114.0019141 51.4016911 2 18 R1 21.033 18 1.5 k N H 72 (nb) 2 2/1/2011 29-693 29218B08-114.0019144 51.4015255

187 -114.0018575 51.3520023 2 18 L1 15.546 12 5.8 k N H 567 (sb) 1 2/2/2011 29-693 29218B06-114.0018587 51.3521036

188 -114.0018656 51.3269845 2 18 R1 12.756 12 3 k N H 567 1 2/2/2011 29-693 29218B06-114.0018636 51.3270931

189 -114.0283911 51.8823804 2 18 R1 12.208 18 2.5 k N H 581 (nb) 2 2/23/2011 29-700 3/10/2011 29220B04-114.0283911 51.8823804

190 -114.0015919 51.2691215 2 18 L1 6.275 18 0.2 k S Yankee V Rd 2 2/23/2011 29-700 3/10/2011 29218A02-114.0015559 51.2689547

7/19



191 -114.0015498 51.2674508 2 18 L1 6.089 18 0.4 k S Yankee V Rd 2 2/23/2011 29-700 3/10/2011 29218A02-114.0015533 51.2672891

192 -114.0015739 51.2620802 2 18 L1 5.505 42 1.0 k S Yankee V Rd 6 2/23/2011 29-700 3/10/2011 29218A02193 -114.0254917 51.8714636 2 22 L1 8.535 1 2 k N Wimbourne 4 3/28/2011 29 29222B04

-114.0254960 51.8711634 sbv OLDS194 -114.0255019 51.8627336 2 22 R1 7.571 24 1 k N Wimbourne 3 3/23/2011 29 29222B04

-114.0254917 51.8625159 nbv195 -114.0254923 51.8493227 2 22 R1 6.076 24 0.5 k S Wimbourne 3 3/23/2011 29 29222B03

-114.0254908 51.8490967 nbv196 -114.0254645 51.8245573 2 22 L1 3.324 24 3.3 k N H 27 (sb) 3 3/1/2011 29-702 29222B03

-114.0254615 51.8243380197 -114.0254866 51.8038097 2 22 L1 1.017 18 1 k N H 27 2 3/1/2011 29-702 29222B02

-114.0254806 51.8036442198 -114.0254171 51.7924874 2 20 R1 35.372 24 0.2 k S Olds OP (nbv) 3 3/28/2011 29 29220B11

-114.0254230 51.7927079199 -114.0254776 51.7895562 2 20 L1 35.012 12 0.5 k S Olds OP 1 3/1/2011 29-702 29220B10

-114.0254706 51.7894395200 -114.0254720 51.7890058 2 20 L1 34.977 36 0.6 k S Olds OP 5 3/28/2011 29 29220B10

-114.0254785 51.7893290 sbv201 -114.0257661 51.7889625 2 20 L1 34.958 12 0.6 k S Olds OP 1 3/1/2011 29-702 29220B10

-114.0257728 51.7890798202 -114.0254660 51.7871542 2 20 L1 34.754 24 0.8 k S Olds OP 2 3/28/2011 29 29220B10

-114.0254606 51.7873393 (1 good p)203 -114.0254043 51.7817232 2 20 R1 34.151 18 1.4 k S Olds OP 2 3/28/2011 29 29220C09

-114.0254003 51.7818896 nbv204 -114.0253882 51.7585227 2 20 L1 31.565 12 2.4 k N Amerada 1 3/18/2011 29 29220C09

-114.0253871 51.7586282 oil spill nb shld.205 -114.0254738 51.7539202 2 20 L1 31.022 48 1.8 k N Amerada Rd 6 3/1/2011 29-702 29220C09

-114.0254710 51.7534868 (1 good p)206 -114.0253910 51.7483861 2 20 L1 30.448 36 1.3 k N Amerada Rd 5 3/28/2011 29 29220C09

-114.0254322 51.7486363207 -114.0254889 51.7364609 2 20 L1 29.119 30 0.1 k S Amerada Rd 4 3/28/2011 29 29220A08

-114.0254793 51.7366520 N end not found208 -114.0255705 51.7357474 2 20 L1 29.046 54 0.1 k N Amerada Rd 8 3/28/2011 29 29220A08

-114.0255067 51.7362930209 -114.0254241 51.7329027 2 20 L1 28.742 12 0.4 k S Amerada Rd 1 3/28/2011 29 29220A08

-114.0254917 51.7329307 sb hit coupler-loose210 -114.0255105 51.7269443 2 20 R1 28.075 18 1 k S Amerada Rd 2 3/28/2011 29 29220A08

-114.0254788 51.7271343 nbv211 -114.0254702 51.7200705 2 20 R1 27.306 12 1.8 k S Amerada Rd 1 3/28/2011 29 29220A08

-114.0254575 51.7201439 nbv212 -114.0252821 51.7123048 2 20 R1 26.439 12 0.5 k N Bergen Rd 1 3/28/2011 29 29220A08

-114.0252821 51.7123048 nbv213 -114.0254867 51.7123590 2 20 L1 26.409 12 0.5 k N Bergen Rd 1 3/18/2011 29 29220A08

-114.0254868 51.7122750214 -114.0255643 51.7105931 2 20 R1 26.259 60 0.3 k N Bergen Rd 9 3/28/2011 29 29220A08

-114.0254466 51.7112367 nbv hit sb shld.215 -114.0254304 51.7086436 2 20 R1 26.020 18 0.1 k N Bergen Rd 2 3/18/2011 29 29220A08

-114.0254353 51.7088117216 -114.0254612 51.7025917 2 20 R1 25.357 36 0.6 k S Bergen Rd 5 3/21/2011 29 29220A07

-114.0254696 51.7029182217 -114.0254641 51.7003068 2 20 R1 25.102 12 1.1 k S Bergen Rd 1 3/28/2011 29 29220A07

-114.0254851 51.7004120 nbv218 -114.0255529 51.6859565 2 20 L1 23.469 30 2.4 k S Bergen Rd 3 3/1/2011 29-702 29220A07

8/19



-114.0255764 51.6856735 (2 good p)219 -114.0254602 51.6847558 2 20 L1 23.364 36 2.3 k N H 582 4 3/28/2011 29 29220A07

-114.0254705 51.6850617 (1 good p)220 -114.0254817 51.6842360 2 20 L1 23.316 36 2.2 k N H 582 4 3/28/2011 29 29220A07

-114.0253821 51.6848891 sbv (1 good p)221 -114.0255249 51.6801071 2 20 L1 22.851 276 1.8 k N H 582 45 3/28/2011 29 29220A07

-114.0254847 51.6826188 cable cut / over nbl222 -114.0255190 51.6776501 2 20 L1 22.560 12 1.5 k N H 582 1 3/1/2011 29-702 29220A06

-114.0255202 51.6775473 OLDS223 -114.0254704 51.6635425 2 20 L1 21.006 36 0.1 k S H 582 4 3/25/2011 29 29220A06

-114.0254726 51.6638513 sbv (1 good p) CROSS224 -114.0254483 51.6614769 2 20 R1 20.776 24 0.3 k S H 582 3 3/3/2011 29-702 3/10/2011 29220A06

-114.0254491 51.6616928225 -114.0254725 51.6584160 2 20 L1 20.435 12 0.6 k S H 582 (sb) 1 3/25/2011 29 29220A06

-114.0254721 51.6585279226 -114.0254818 51.6551753 2 20 L1 20.068 30 1 k S H 582 (sb) 4 3/30/2011 29 29220A05

-114.0254659 51.6554450227 -114.0254802 51.6481625 2 20 R1 19.287 12 1.8 k S H 582 (nb) 1 3/30/2011 29 29220A05

-114.0254814 51.6482597228 -114.0254842 51.6472861 2 20 R1 19.191 12 1.9 k S H 582 (nb) 1 3/30/2011 29 29220A05

-114.0254818 51.6473969229 -114.0254481 51.6210907 2 20 R1 16.282 12 0.1 k N Westcott (nb) 1 3/3/2011 29-702 3/10/2011 29220A05

-114.0254485 51.6211945230 -114.0254356 51.6137806 2 20 R1 15.469 54 0.7 k S Westcott Rd 8 3/25/2011 29-713 3/30/2011 29220B04

-114.0254443 51.6142718 nbv (110324)231 -114.0254220 51.6051965 2 20 R1 14.508 18 1.7 k S Westcott (nb) 2 3/3/2011 29-702 3/10/2011 29220B04

-114.0254242 51.6053574232 -114.0254120 51.6040724 2 20 L1 14.381 24 1.8 k S Westcott 2 3/3/2011 29-702 3/10/2011 29220B04

-114.0254160 51.6042871 (1 good p)233 -114.0253595 51.6017546 2 20 L1 14.122 36 2 k S Westcott (sb) 5 3/3/2011 29-702 3/10/2011 29220B04

-114.0253752 51.6020813234 -114.0253238 51.6010970 2 20 R1 14.055 18 2.1 k S Westcott (nb) 2 3/25/2011 29-713 3/30/2011 29220B04

-114.0253255 51.6012598235 -114.0253268 51.6007745 2 20 L1 14.036 24 2.1 k S Westcott (sb) 3 3/3/2011 29-702 3/8/2011 29220B04

-114.0253351 51.6009913236 -114.0252747 51.5988012 2 20 L1 13.812 24 2.3 k S Westcott (sb) 3 3/3/2011 29-702 3/15/2011 29220B04

-114.0252819 51.5990162237 -114.0252028 51.5947046 2 20 L1 13.355 24 2.8 k S Westcott (sb) 3 3/3/2011 29-702 3/15/2011 29220B04

-114.0252111 51.5949114 (S top of coulee)238 -114.0251972 51.5935942 2 20 L1 13.219 30 3 k S Westcott Rd 4 3/25/2011 29-713 3/30/2011 29220B04

-114.0251996 51.5938627 sbv (110324)239 -114.0251097 51.5868884 2 20 R1 12.473 36 2.7 k N H 581 (nb) 5 3/25/2011 29-713 3/30/2011 29220B04

-114.0251191 51.5872352240 -114.0251183 51.5820223 2 20 R1 11.939 24 2.2 k N H 581 (nb) 3 3/3/2011 29-702 3/15/2011 29220B04

-114.0251203 51.5822851 (1 good p)241 -114.0251208 51.5805280 2 20 R1 11.763 48 2 k N H 581 5 3/25/2011 29-713 3/30/2011 29220B04

-114.0251027 51.5809532 nbv ( 2 good p)242 -114.0251272 51.5707936 2 20 R1 10.686 36 1 k N H 581 (nb) 5 3/3/2011 29-702 3/15/2011 29220B04

-114.0251256 51.5711134243 -114.0251251 51.5692620 2 20 R1 10.516 42 0.8 k N H 581 6 3/3/2011 29-702 3/15/2011 29220B03

-114.0251293 51.5696406244 -114.0251287 51.5648476 2 20 R1 10.021 12 0.2 k N H 581 (nb) 1 3/30/2011 29-713 3/30/2011 29220B03

-114.0251250 51.5649510245 -114.0250983 51.5644649 2 20 L1 9.988 24 0.3 k N H 581 (sb) 3 3/25/2011 29-713 3/30/2011 29220B03

9/19



-114.0250953 51.5646969246 -114.0251130 51.5640902 2 20 R1 9.937 30 0.2 k N H 581 (nb) 4 3/30/2011 29-713 3/30/2011 29220B03

-114.0251088 51.5643605247 -114.0250941 51.5626292 2 20 R1 9.775 24 0.1 k N H 581 (nb) 3 3/30/2011 29-713 3/30/2011 29220B03

-114.0250939 51.5628468248 -114.0251431 51.5585023 2 20 L1 9.325 18 0.4 k S H 581 (sb) 2 3/3/2011 29-702 3/15/2011 29220B03

-114.0251432 51.5586608249 -114.0251258 51.5575601 2 20 R1 9.222 12 0.5 k S H 581 (nb) 1 3/3/2011 29-702 3/15/2011 29220B03

-114.0251290 51.5576677250 -114.0251340 51.5567087 2 20 R1 9.125 66 0.6 k S H 581 (nb) 10 3/3/2011 29-702 3/17/2011 29220B03

-114.0251299 51.5573022251 -114.0251302 51.5558491 2 20 R1 9.029 12 0.7 k S H 581 (nb) 1 3/3/2011 29-702 3/17/2011 29220B03

-114.0251312 51.5559564252 -114.0250967 51.5453172 2 20 L1 7.859 12 1.8 k S H 581 (sb) 1 3/25/2011 29-713 3/30/2011 29220B03

-114.0250980 51.5454341253 -114.0251255 51.5190218 2 20 R1 4.929 18 4.9 k N Acme (nb) 2 3/25/2011 29-713 3/30/2011 29220B02

-114.0251200 51.5191867254 -114.0251291 51.5145598 2 20 L1 4.426 24 4.4 k N Acme (sb) 3 3/3/2011 29-702 3/17/2011 29220B02

-114.0251284 51.5147691255 -114.0251170 51.5141658 2 20 L1 4.383 18 4.3 k N Acme (sb) 2 3/3/2011 29-702 3/17/2011 29220B02

-114.0251222 51.5143351256 -114.0251593 51.4652960 2 18 R1 28.476 24 1 k S Acme OP 3 3/30/2011 29-713 3/30/2011 29218B10

-114.0251523 51.4651125257 -114.0244420 51.4623776 2 18 L1 28.164 12 1.3 k S Acme (sb) 1 3/21/2011 29-713 3/30/2011 29218B10

-114.0244593 51.4624551258 -114.0230825 51.4605338 2 18 R1 27.960 103 1.6 k S Acme OP 16 3/24/2011 29-713 3/30/2011 29218B10

-114.0237251 51.4613584 nbv (110323)259 -114.0128816 51.4478093 2 18 L1 26.338 24 3.2 k S Acme OP 4 3/21/2011 29 29218B09

-114.0127140 51.4472469260 -114.0018730 51.4316028 2 18 R1 24.394 36 Curve N FO 5 3/24/2011 29 29218B09

-114.0018379 51.4319638 nbv (110323)261 -114.0018527 51.4298174 2 18 L1 24.193 24 4.7 k N H 72 3 3/24/2011 29 29218B08

-114.0018558 51.4300364262 -114.0018589 51.4202654 2 18 L1 23.131 18 3.6 k N H 72 2 3/24/2011 29 29218B08

-114.0018630 51.4204359 sbv (110323)263 -114.0019290 51.3821918 2 18 L1 18.885 18 0.5 k S H 72 (sb) 2 3/21/2011 29 29218B07

-114.0019554 51.3820294264 -114.0019267 51.3819761 2 18 L1 18.855 18 0.6 k S H 72 2 3/21/2011 29 29218B07

-114.0019210 51.3818086265 -114.0018553 51.3672478 2 18 R1 17.241 18 2.2 k S H 72 2 3/2/2011 29-702 3/17/2011 29218B07

-114.0018548 51.3674088266 -114.0018523 51.3439507 2 18 R1 14.645 24 4.9 k N H 567 3 3/2/2011 29-702 3/17/2011 29218B06

-114.0018553 51.3441670267 -114.0019749 51.3426778 2 18 L1 14.504 12 4.9 k S H 72 (sb) 1 3/21/2011 29 29218B06

-114.0019996 51.3427773268 -114.0018808 51.3424742 2 18 L1 14.467 12 4.7 k N H 567 1 3/21/2011 29 29218B06

-114.0018805 51.3423696269 -114.0018471 51.3220897 2 18 R1 12.206 18 2.4 k N H 567 2 3/2/2011 29-702 3/17/2011 29218B06

-114.0018457 51.3222569270 -114.0019433 51.3071173 2 18 L1 10.513 24 0.8 k N H 567 3 3/21/2011 29 29218B05

-114.0019371 51.3069010271 -114.0015721 51.2829807 2 18 R1 7.810 18 1.3 k N Yankee V 2 3/2/2011 29-702 3/17/2011 29218A04

-114.0015052 51.2833186272 -114.0019559 51.2810303 2 18 R1 7.571 30 1 k N Yankee V 4 3/2/2011 29-702 3/17/2011 29218A04

10/19



-114.0019979 51.2807507273 -114.0015793 51.2691214 2 18 R1 6.238 18 0.2 k S Yankee V 2 3/2/2011 29-702 3/17/2011 29218A02

-114.0015758 51.2689642274 -114.0014049 51.2676989 2 18 R1 6.136 86 0.3 k S Yankee V 12 3/25/2011 29 29218A02

-114.0013735 51.2684681 nbv ( 1 good p)275 -114.0015698 51.2674733 2 18 R1 6.053 18 0.4 k S Yankee V 2 3/2/2011 29-702 3/17/2011 29218A02

-114.0015736 51.2673045276 -114.0015794 51.2620732 2 18 R1 5.474 42 1 k S Yankee V 6 3/2/2011 29-702 3/17/2011 29218A02

-114.0015884 51.2616802 CROSS277 -114.0254308 51.8218419 2 22 R1 3.046 90 3.0 k N H 27 14 4/6/2011 29-715 R 29222B03

-114.0254459 51.8226412 OLDS278 -114.0254027 51.7821628 2 20 R1 34.199 12 1.3 k S H 27 1 4/18/2011 29-726 29220C09

-114.0253944 51.7822667279 -114.0255090 51.6764268 2 20 L1 22.422 12 1.4 k N H 582 (sb) 1 4/19/2011 29-726 29220A06

-114.0255111 51.6763170 OLDS280 -114.0018396 51.4161773 2 18 R1 22.657 12 3.1 k N H 72 1 4/15/2011 29-726 4/18/2011 29218B08

-114.0018453 51.4162741 CROSS281 -114.0018997 51.3774500 2 18 L1 18.434 18 1.0 k S H 72 1 4/15/2011 29-726 4/18/2011 29218B07

-114.0019122 51.3773610282 -114.0254154 51.6207158 2 20 R1 16.239 12 0.1 k N Westcott Rd 1 4/15/2011 29-726 4/18/2011 29220A05

-114.0254076 51.6208273283 -114.0019222 51.3223638 2 18 R1 12.272 30 2.4 k N H 567 4 4/27/2011 29-726 29218B06

-114.0019133 51.3219594284 -113.9997772 51.2918912 2 18 R1 8.841 48 0.9 k S H 567 (nb) 7 4/29/2011 29-726 29218C03

-113.9997990 51.2923227285 -114.0251047 51.5480116 2 20 R1 8.144 12 1.5 k S H 581 1 4/15/2011 29-726 4/18/2011 29220B03

-114.0251047 51.5480116286 -114.0251078 51.5453519 2 20 R1 7.849 12 1.9 k S H 581 1 4/15/2011 29-726 4/18/2011 29218B03

-114.0251631 51.5454319287 -114.0013876 51.2732975 2 18 R1 6.758 12 0.3 k N Yankee V Rd 1 4/15/2011 29-726 4/18/2011 29218A04

-114.0013948 51.2734089288 -114.0015381 51.2667023 2 18 L1 6.010 18 0.5 k S Yankee V Rd 2 4/15/2011 29-726 4/18/2011 29218A02

-114.0015640 51.2665759289 -114.0251358 51.5026181 2 20 R1 3.102 12 3.1 k N Acme OP 1 4/15/2011 29-726 4/18/2011 29220B01

-114.0251234 51.5027202290 -114.0251218 51.4964616 2 20 R1 2.416 12 2.4 k N Acme OP 1 4/15/2011 29-726 4/18/2011 29220B01

-114.0251163 51.4965755 CROSS291 -114.0254052 51.7950919 2 22 R1 0.100 12 0.1 k N H 27 1 5/23/2011 29-738 29222B01

-114.0254135 51.7951758292 -114.0254118 51.7922095 2 20 R1 35.270 66 0.4 k S H 27 8 5/23/2011 29-738 29220B11

-114.0253944 51.7928669 (2 good posts) OLDS293 -114.0254982 51.6605040 2 20 L1 20.580 90 0.4 k S H 582 (fatal) 12 5/13/2011 29-738 29220A06

-114.0255275 51.6595995 (2 good posts) CROSS294 -114.0254651 51.6495240 2 20 L1 19.430 72 1.6 k S H 582 (sb) 10 5/19/2011 29-738 29220A05

-114.0254764 51.6501787 (1 good post)295 -114.0015849 51.2653011 2 18 L1 5.800 66 0.7 k S Yankee V rd 10 5/30/2011 29-740 29218A02

-114.0015573 51.2647272 (sb)296 -114.0255054 51.8565497 2 22 R1 6.730 120 0.2 k N Netook Rd (nb) 16 6/11/2011 29-746 6/13/2011 29222B04

-114.0255100 51.8554621 (3 good posts) T-061411 OLDS297 -114.0253748 51.7546530 2 20 R1 31.570 18 2.4 k N Amerada Rd 2 6/6/2011 29-744 R 29220C09

-114.0253912 51.7548224298 -114.0255167 51.6906007 2 20 L1 23.890 138 2.8 k N H 582 (sb) 22 6/22/2011 29-752 6/27/2011 29220A07

-114.0255316 51.6893660 T-062711299 -114.0252053 51.5924748 2 20 R1 13.570 12 2.6 k S Westcott Rd 1 6/6/2011 29-744 6/7/2011 29220B04

11/19



-114.0251874 51.5923319 CROSS300 -114.0074132 51.4410815 2 18 R1 25.123 12 4.4 k S Acme OP 1 6/6/2011 29-744 6/7/2011 29218B09

-114.0073372 51.4409919301 -114.0018978 51.2767574 2 18 L1 7.151 18 0.6 k N Yankee V Rd 2 6/23/2011 29-752 6/23/2011 29218A04

-114.0018866 51.2765951302 -114.0254533 51.8120602 2 22 R1 1.900 12 1.9 k N H 27 (nb) 1 7/18/2011 29-761 7/26/2011 29222B02

-114.0254492 51.8119460 T-072611 OLDS303 -114.0254263 51.8048051 2 22 L1 1.145 124 1.1 k N H 27 (sb) 19 7/19/2011 29-761 7/26/2011 2011- 29222B02

-114.0254325 51.8059306 (collision:110716) T-072611 1858395304 -114.0254550 51.6803839 2 20 R1 22.875 12 1.8 k N H 582 (nb) 1 7/19/2011 29-761 R 29220A07

-114.0254834 51.6805053305 -114.0254903 51.6711409 2 20 L1 21.850 60 0.8 k N H 582 11 7/5/2011 29-757 7/11/2011 29220A06

-114.0254956 51.6716822 (2 additional p =11) T-071111 OLDS306 -114.0251350 51.5528818 2 20 R1 8.695 30 1 k S H 581 4 7/5/2011 29-757 7/8/2011 29220B03

-114.0251268 51.5531552 T-070811 CROSS307 -114.0172687 51.4534794 2 18 R1 27.054 7 2.5 k S Acme OP (nb) 2 7/14/2011 29-760 7/21/2011 29218B10

-114.0172255 51.4534270 (@ anchor - N X-over) T-072511308 -114.0018874 51.3806483 2 18 R1 18.725 12 0.7 k S H 72 (nb) 1 7/26/2011 29-764 29218B07

-114.0018749 51.3807461309 -114.0018870 51.3508961 2 18 R1 15.457 12 4.0 k S H 72 (nb) 1 7/14/2011 29-760 7/21/2011 29218B06

-114.0018699 51.3510219 T-072511310 -114.0018916 51.3281221 2 18 R1 12.900 75 3.2 k N H 567 13 7/26/2011 29-764 7/19/2011 29218B06

-114.0018550 51.3288267311 -114.0013843 51.2726975 2 18 R1 6.686 24 0.2 k N Yankee Valley 3 7/14/2011 29-760 7/21/2011 29218C03

-114.0013699 51.2729092 (nb) T-072511312 -114.0015632 51.2631604 2 18 L1 5.633 36 0.85 k S Yankee Yalley 5 7/7/2011 29-759 7/21/2011 29218A02

-114.0015897 51.2628521 T-072511 CROSS313 -114.0018679 51.4193594 2 18 R1 23.066 18 3.6 k N H 72 1 8/16/2011 29-774 R 29218B08

-114.0018767 51.4192457314 -114.0018962 51.4162452 2 18 R1 22.866 18 3.4 k N H 72 2 8/16/2011 29-774 R 29218B08

-114.0018837 51.4160802315 -114.0018412 51.4002859 2 18 R1 20.866 12 1.4 k N H 72 1 8/16/2011 29-774 R 29218B08

-114.0018430 51.4003951316 -114.0255208 51.6621317 2 20 L1 20.851 54 0.2 k S H 582 8 8/31/2011 29-781 9/1/2011 29220A06

-114.0255211 51.6616420317 -114.0018113 51.3984856 2 18 R1 20.666 12 1.2 k N H 72 2 8/16/2011 29-774 R 29218B08

-114.0018417 51.3986279318 -114.0255156 51.6577566 2 20 R1 20.351 30 0.7 k S H 582 4 8/31/2011 29-781 9/1/2011 29220A06

-114.0255103 51.6574932319 -114.0018996 51.3520782 2 18 R1 15.557 12 5.8 k N H 567 1 8/16/2011 29-774 R 29218B06

-114.0019071 51.3519641320 -114.0019104 51.3510038 2 18 R1 15.447 18 5.7 k N H 567 2 8/16/2011 29-774 R 29218B06

-114.0019116 51.3508915321 -114.0018402 51.3479454 2 18 R1 14.947 12 5.2 k N H 567 1 8/16/2011 29-774 R 29218B06

-114.0018725 51.3480691322 -114.0018667 51.3451487 2 18 R1 14.847 12 5.1 k N H 567 1 8/16/2011 29-774 R 29218B06

-114.0018603 51.3452274323 -114.0019019 51.3259707 2 18 R1 12.500 36 2.7 k N H 567 5 8/31/2011 29-781 9/1/2011 29218B06

-114.0019090 51.3256620324 -114.0019319 51.3024892 2 18 R1 9.847 12 0.1 k N H 567 1 8/16/2011 29-774 R 29218B05

-114.0019384 51.3023695325 -114.0002317 51.2884384 2 18 R1 8.480 12 2.0 k N Yankee V 1 8/16/2011 29-774 R 29218C03

-114.0002065 51.2885477326 -114.0004002 51.2872746 2 18 R1 8.286 12 1.8 k N H 567 1 8/16/2011 29-774 R 29218C03

12/19



-114.0004295 51.2871774327 -114.0005945 51.2865328 2 18 R1 7.686 12 1.2 k N H 567 1 8/16/2011 29-774 R 29218C03

-114.0006153 51.2864214328 -114.0014100 51.2733339 2 18 R1 6.740 18 0.2 k N Yankee V 2 8/16/2011 29-774 R 29218C03

-114.0013745 51.2735106329 -114.0258572 51.7989020 2 22 L1 0.500 96 0.5 k N H 27 12 9/20/2011 29-788 9/23/2011 29222B02

-114.0258570 51.7997408 T-092611 OLDS330 -114.0254091 51.7436673 2 20 R1 29.860 12 0.7 k N Amerada Rd 1 9/21/2011 29-788 9/23/2011 29220C09

-114.0254090 51.7437716331 -114.0251033 51.5778951 2 20 R1 11.480 12 1.8 k N H 581(coulee) 1 9/20/2011 29-787 9/21/2011 29220B04

-114.0251048 51.5780066 CROSS332 -114.0251670 51.5469363 2 20 R1 7.964 36 1.7 k S H 581 5 9/20/2011 29-788 9/23/2011 29220B03

-114.0251910 51.5466017333 -114.0251338 51.4829294 2 20 R1 0.900 24 0.9 k N Acme OP 3 9/20/2011 29-787 9/21/2011 29220B01

-114.0251283 51.4831423334 -114.0251506 51.4797623 2 20 R1 0.600 12 0.6 k N Acme OP 1 9/20/2011 29-788 9/23/2011 29220B01

-114.0251552 51.4798757335 -114.0019070 51.3576327 2 18 L1 16.176 36 3.3 k S H 72 (N X-over) 5 9/12/2011 29-785 9/21/2011 29218B06

-114.0019186 51.3572501 sbv336 -114.0000327 51.2909201 2 18 L1 8.645 66 0.8 k N Pedestrian X 10 9/8/2011 29-784 9/12/2011 29218A04

-114.0001153 51.2903041 (on curve SBL)337 -114.0015987 51.2612481 2 18 L1 5.384 30 1.1 k S Yankee V Rd 4 9/12/2011 29-785 9/21/2011 29218A02

-114.0016338 51.2609056 sbv338 -114.0254549 51.79112623 2 20 L1 35.105 70 0.47 k S H 27 9 10/7/2011 29-795 10/17/2011 29220B10

-114.0254519 51.79066197 T- 101711 T- 102411 OLDS339 -114.0253974 51.74984792 2 20 R1 30.612 12 1.4 k N Amerada Rd 1 11/4/2011 29-808 11/7/2011 29220C09

-114.0253859 51.74995084 OLDS340 -114.0256072 51.7468727 2 20 R1 30.260 48 1.1 k N Amerada Rd 7 10/12/2011 29-796 10/17/2011 29220C09

-114.0254559 51.7464316 OLDS341 -114.0253456 51.66194719 2 20 R1 20.828 54 0.2 k S H 582 8 11/4/2011 29-808 29220A06

-114.0254741 51.66246397 CROSS342 -114.02550 51.60767 2 20 R1 14.996 30 1.2 k S Westcott Rd 4 10/1/2011 29-794 10/5/2011 29220B04

(Fatal) CROSS343 -114.02520 51.59054 2 20 R1 13.096 18 3.1 k S Westcott Rd 2 10/5/2011 29-794 10/5/2011 29220B04

344 -114.025552 51.61461413 2 20 R1 5.806 42 0.7 k S Westcott Rd 4 11/4/2011 29-808 29220B04-114.025471 51.61423354

345 -114.01972 51.45619 2 18 R1 27.353 30 2.2 k S Acme OP 4 10/5/2011 29-794 10/5/2011 29218B10

346 -114.00191 51.31209 2 18 R1 10.247 48 0.5 k N H 567 7 10/5/2011 29-794 10/5/2011 29218B05

347 -114.0002587 51.28717924 2 18 L1 8.400 30 1.9 k N Yankee V Rd 4 10/18/2011 29-799 10/26/2011 29218A04-114.0006027 51.28747002 CROSS

348 -114.0252992 51.7984491 2 22 R1 0.435 60 0.43 k N H 27 (Olds) 9 11/15/2011 29-810 11/15/2011 29222B02-114.0254159 51.7989280 T-111611 OLDS

349 -114.0257700 51.7831808 2 20 R1 34.282 48 1.29 k S H 27 (Olds) 7 11/15/2011 29-810 11/15/2011 29220C09-114.0255078 51.7829091 T-111611

350 -114.0256390 51.7681437 2 20 R1 32.619 36 3.0 k S H 27 (Olds) 4 11/25/2011 29-816 R 29220C09-114.0254253 51.7678644 (2 good posts) / nbv

351 -114.0253418 51.7677489 2 20 R1 32.609 36 3.0 k S H 27 (Olds) 3 11/21/2011 29-812 R 29220C09-114.0254071 51.7681798 2 good posts

352 -114.0253974 51.7498479 2 20 R1 30.612 12 1.4 k N Amerada Rd 1 11/4/2011 29-808 R 29220C09-114.0253859 51.7499508

353 -114.0253456 51.6619472 2 20 R1 20.828 54 0.2 k S H 582 (Didsbury) 8 11/4/2011 29-808 R 29220A06

13/19



-114.0254741 51.6624640 T-110711 CROSS354 -114.0252428 51.5602159 2 20 L1 9.500 12 0.21 k S H 581(Carstairs) 1 11/24/2011 29-815 NR Dec 1 29220B03

-114.0251211 51.5601557 sbv355 -114.0255520 51.6146141 2 20 R1 5.806 42 0.7 k S Westcott Rd 4 11/4/2011 29-808 R 29220B04

-114.0254710 51.6142335 T-112111356 -114.0252060 51.4758686 2 20 L1 0.058 54 0.06 k N Acme Rd 6 11/24/2011 29-815 R 29220B01

-114.0251670 51.4753234 ( 2 good posts)357 -114.0018860 51.3977471 2 18 R1 20.623 12 1.16 k N H 72 (Beiseker) 1 11/15/2011 29-810 11/15/2011 29218B08

-114.0019443 51.3976664358 -114.0019046 51.3087236 2 18 R1 10.693 24 0.94 k N H 567 (Airdrie) 3 11/24/2011 29-815 11/25/2011 29218B05

-114.0018904 51.3085317359 -113.9997868 51.2913574 2 18 R1 8.797 18 2.3 k N Yankee Valley 2 11/24/2011 29-815 R 29218C03

-113.9997548 51.2915550 T-111511360 -113.9999554 51.2898451 2 18 R1 8.625 12 2.14 k N Yankee Valley 1 11/24/2011 29=815 R 29218C03

-113.9999212 51.2899564 T-111511361 -114.0000225 51.2892907 2 18 R1 8.564 24 2.08 k N Yankee Valley 3 11/24/2011 29-815 R 29218C03




-114.0013130 51.2830847 (under ped. X-ing) T-111511365 -114.0016324 51.2814468 2 18 R1 7.679 36 1.2 k N Yankee Valley 3 11/24/2011 29-815 R 29218C03

-114.0016077 51.2817980 ( 2 good posts) T-111511366 -114.0017911 51.2791089 2 18 R1 7.422 30 0.8 k N Yankee Valley 3 11/24/2011 29-815 R 29218C03

-114.0018425 51.2793935 ( 1 good post) T-111511367 -114.0015902 51.2755891 2 18 R1 7.005 84 0.52 k N Yankee Valley 13 11/15/2011 29-810 11/15/2011 29218C03

-114.0016634 51.2763289 (nbv) T-111511368 -114.0013495 51.2720156 2 18 R1 6.616 36 0.13 k N Yankee Valley 5 11/24/2011 29-815 R 29218C03

-114.0013693 51.2723650 T-111511369 -114.0250567 51.8696622 2 22 L1 8.300 12 1.8 k N Netook Rd 1 12/6/2011 29-822 12/16/2011 29222B04

-114.0250567 51.8696622 OLDS370 -114.0257299 51.8420997 2 22 R1 5.400 24 1.1 k S Netook Rd 3 12/12/2011 29-825 12/20/2011 29222B03

-114.0255114 51.8420228371 -114.0258042 51.8364904 2 22 L1 4.700 18 1.9 k S Netook Rd 2 12/6/2011 29-822 12/16/2011 29222B03

-114.0256103 51.8363384 (sbv)372 -114.0254965 51.8362396 2 22 L1 4.600 12 2.1 k S Netook Rd 1 12/6/2011 29-822 12/16/2011 29222B03

-114.0255513 51.8360542 (sbv)373 -114.0255010 51.8354275 2 22 R1 4.500 42 2.0 k S Netook Rd 6 12/6/2011 29-822 12/16/2011 29222B03

-114.0255026 51.8348954 (3 good posts)374 -114.0255069 51.8332825 2 22 R1 4.200 36 2.3 k S Netook Rd 5 12/6/2011 29-822 12/15/2011 29222B03

-114.0254841 51.8329616375 -114.0258053 51.8294912 2 22 R1 3.851 36 2.7 k S Netook Rd 5 12/6/2011 29-822 12/16/2011 29222B03

-114.0255086 51.8291092376 -114.0257131 51.8292716 2 22 R1 3.600 36 3.6 k N H 27 (Olds OP) 5 12/12/2011 29-825 12/15/2011 29222B03

-114.0254749 51.8290607 T-121511377 -114.0258443 51.8278273 2 22 R1 3.100 24 3.1 k N H 27 (Olds OP) 4 12/12/2011 29-825 12/15/2011 29222B03

-114.0254797 51.8276657 3p T-121611378 -114.0258156 51.8187910 2 22 R1 2.700 12 2.7 k N H 27 (Olds OP) 1 12/6/2011 29-822 12/15/2011 29222B03

-114.0254846 51.8187326379 -114.0257772 51.8184567 2 22 R1 2.500 72 2.5 k N H 27 (Olds OP) 11 12/6/2011 29-822 12/15/2011 29222B03

-114.0254961 51.8179048 T-121511380 -114.0255733 51.8032154 2 22 R1 0.900 30 0.9 k N H 27 (Olds OP) 4 12/6/2011 29-822 12/16/2011 29222B02

14/19



-114.0254323 51.8030517381 -114.0258159 51.7994890 2 22 R1 0.500 12 0.5 k N H 27 (Olds OP) 1 12/6/2011 29-822 12/16/2011 29222B02

-114.0254854 51.7994664382 -114.0258096 51.7970610 2 22 R1 0.300 12 0.3 k N H 27 (Olds OP) 1 12/6/2011 29-822 12/16/2011 29222B02

-114.0254788 51.7970261 T-121611383 -114.0253801 51.7954487 2 22 R1 0.150 24 0.15 k N H 27 (Olds OP) 3 12/12/2011 29-825 12/16/2011 29222B01

-114.0254006 51.7956970384 -114.0255357 51.7953879 2 22 R1 0.100 24 0.1 k N H 27 (Olds OP) 3 12/6/2011 29-822 12/16/2011 29222B01

-114.0254738 51.7951354385 -114.0257356 51.79029049 2 20 R1 35.083 12 0.5 k S H 27 (Olds OP) 1 12/22/2011 29-830 29220B10

-114.0254541 51.79011186 OLDS386 -114.0254965 51.78944109 2 20 R1 34.987 18 0.6 k S H 27 (Olds OP) 3 12/22/2011 29-830 29220B10

-114.0253978 51.78922191 2p387 -114.0254951 51.7899048 2 20 R1 34.900 24 0.76 k S H 27 (Olds OP) 3 12/12/2011 29-825 12/16/2011 29220B10

-114.0254576 51.7888631388 -114.0257475 51.78841122 2 20 R1 34.885 12 0.7 k S H 27 (Olds OP) 1 12/22/2011 29-830 29220B10

-114.0254391 51.78834586389 -114.0256050 51.7881337 2 20 R1 34.800 120 0.77 k S H 27 (Olds OP) 19 12/12/2011 29-825 12/16/2011 29220B10

-114.0254613 51.7877323390 -114.0255305 51.7885078 2 20 L1 34.700 12 0.9 k S H 27 (Olds OP) 1 12/6/2011 29-822 12/16/2011 29220B10

-114.0254794 51.7883329391 -114.0250759 51.7802935 2 20 R1 34.000 18 1.57 k S H 27 (Olds OP) 2 12/6/2011 29-822 12/15/2011 29220C09

-114.0253533 51.7803217392 -114.0251003 51.7679665 2 20 R1 32.610 18 2.96 k S H 27 (Olds OP) 2 12/2/2011 29-822 12/15/2011 29220C09

-114.0254157 51.7680430393 -114.0250716 51.7671022 2 20 R1 32.514 66 3.06 k S H 27 (Olds OP) 10 12/2/2011 29-822 12/15/2011 29220C09

-114.0254323 51.7676357394 -114.0250827 51.7664314 2 20 L1 32.400 24 3.24 k N Amerada Rd 3 12/6/2011 29-822 12/15/2011 29220C09

-114.0254137 51.7666555 (sbv) T-121511395 -114.0258949 51.7524601 2 20 R1 30.700 30 2.3 k N Amerada Rd 4 12/12/2011 29-825 12/15/2011 29220C09

-114.0254846 51.7522611396 -114.0258638 51.7464981 2 20 R1 30.200 30 1.0 k N Amerada Rd 4 12/6/2011 29-822 12/14/2011 29220C09

-114.0254998 51.7462765 (1 good post)397 -114.0256085 51.7327299 2 20 L1 28.700 24 0.4 k S Amerada Rd 3 12/6/2011 29-822 12/13/2011 29220A08

-114.0255661 51.7324589398 -114.0256107 51.7218597 2 20 L1 27.400 24 1.8 k S Amerada Rd 3 12/6/2011 29-822 12/13/2011 29220A08

-114.0255533 51.7215790 (sbv)399 -114.0255694 51.7170581 2 20 L1 27.000 30 1.09 k N Bergen Rd 4 12/6/2011 29-822 12/13/2011 29220A08

-114.0255299 51.7168599 (sbv)400 -114.0255726 51.7166052 2 20 L1 26.900 24 1.0 k N Bergen Rd 3 12/6/2011 29-822 12/13/2011 29220A08

-114.0255645 51.7163245 (sbv)401 -114.0253296 51.7086514 2 20 R1 26.000 78 0.1 k N Bergen Rd 12 12/6/2011 29-822 12/13/2011 29220A08

-114.0254335 51.7091964 T-121311402 -114.0257811 51.7018754 2 20 R1 25.250 12 0.7 k S Bergen Rd 1 12/6/2011 29-822 12/13/2011 29220A07

-114.0255150 51.7018091 (nbv)403 -114.0258114 51.7009582 2 20 L1 25.150 18 0.8 k S Bergen Rd 3 12/6/2011 29-822 12/13/2011 29220A07

-114.0255410 51.7007983 (sbv) 2p404 -114.0257021 51.7006077 2 20 R1 25.000 30 0.9 k S Bergen Rd 4 12/6/2011 29-822 12/13/2011 29220A07

-114.0255385 51.7004185 (nbv)405 -114.0258165 51.6809313 2 20 L1 22.800 36 1.8 k N H 582 (Dids.) 5 12/6/2011 29-822 12/13/2011 29220A07

-114.0255363 51.6806654 (sbv)406 -114.0257813 51.6656459 2 20 R1 21.100 18 0.1 k N H 582 (Didsbury) 2 12/12/2011 29-825 12/21/2011 29220A06

-114.0255021 51.6655298 T-121311 OLDS407 -114.0255548 51.6613387 2 20 L1 20.800 30 0.2 k S H 582 (Didsbury) 4 12/6/2011 29-822 29220A06

15/19



-114.0255309 51.6610364 (sbv) CROSS408 -114.0251975 51.5581086 2 20 L1 20.700 18 0.3 k S H 582 (Didsbury) 2 12/12/2011 29-825 29220A06

-114.0252077 51.5580013409 -114.0255577 51.64929976 2 20 L1 19.394 18 1.7 k S H 582 (Didsbury) 2 12/22/2011 29-830 29220A05

-114.0255457 51.64914262 CROSS410 -114.0258451 51.6396381 2 20 R1 18.200 12 2.8 k S H 582 (Didsbury) 1 12/6/2011 29-822 29220A05

-114.0255529 51.6395356411 -114.0255431 51.6368074 2 20 R1 17.900 18 1.7 k N Westcott Rd 2 12/12/2011 29-825 29220A05

-114.0255305 51.6366217412 -114.0255656 51.6227460 2 20 L1 16.450 12 0.25 k N Westcott Rd 1 12/6/2011 29-822 29220A05

-114.0255434 51.6225901 (sbv)413 -114.0257500 51.6033388 2 20 R1 15.900 12 0.3 k S Westcott Rd 1 12/6/2011 29-822 29220B04

-114.0254718 51.6033203414 -114.0251926 51.58273642 2 20 L1 11.983 18 2.27 k N H 581(Carstairs) 2 12/22/2011 29-830 29220B04

-114.025188 51.58257183415 -114.0252221 51.5819522 2 20 R1 11.800 12 2.2 k N H 581 (Carstairs) 1 12/6/2011 29-822 29220B04

-114.0252128 51.5818651416 -114.0252701 51.5789562 2 20 L1 11.400 30 2.10 k N H 581 (Carstairs) 4 12/6/2011 29-822 29220B04

-114.0251913 51.5784440 (3 good posts)417 -114.0251149 51.56014032 2 20 L1 9.494 12 0.2 k S H 581 (Carstairs) 1 12/22/2011 29-830 29220B03

-114.0250962 51.56026702418 -114.0250213 51.55794228 2 20 L1 9.248 18 0.5 k S H 581 (Carstairs) 2 12/22/2011 29-830 29220B03

-114.0251068 51.55810401419 -114.0256160 51.5554139 2 20 R1 8.900 18 0.7 k S H 581 (Carstairs) 2 12/6/2011 29-822 NR Dec 22 29220B03

-114.0251957 51.5553506420 -114.0253432 51.5536249 2 20 R1 8.600 24 1.1 k S H 581 (Carstairs) 3 12/6/2011 29-822 NR Dec 22 29220B03

-114.0252133 51.5533052 (nbv)421 -114.0252103 51.5475052 2 20 R1 8.000 36 1.6 k S H 581 (Carstairs) 5 12/6/2011 29-822 29220B03

-114.0252021 51.5471463422 -114.0255063 51.5447064 2 20 R1 7.700 18 1.9 k S H 581 (Carstairs) 2 12/6/2011 29-822 29220B03

-114.0251875 51.5445013423 -114.0253124 51.5288993 2 20 R1 5.900 18 5.9 k N Acme OP 2 12/6/2011 29-822 29220B02

-114.0252048 51.5288330424 -114.0252331 51.5113845 2 20 R1 4.000 30 4.0 k N Acme OP 4 12/6/2011 29-822 29220B02

-114.0251940 51.5110390425 -114.0252883 51.4904532 2 20 R1 1.700 12 1.7 k N Acme OP 1 12/6/2011 29-822 29220B01

-114.0251829 51.4904309426 -114.0254920 51.4761625 2 20 R1 0.100 18 0.1 k N Acme OP 2 12/6/2011 29-822 29220B01

-114.0251803 51.4760400427 -114.0152586 51.4501640 2 18 R1 26.510 42 3.0 k S Acme OP 6 12/6/2011 29-822 29218B09

-114.0146079 51.4499566 T-010912428 -114.0019255 51.3845090 2 18 L1 19.144 12 0.3 k S H 72 (Beis.) 1 12/1/2011 29-822 29218B07

-114.0019233 51.3843922429 -114.0017608 51.3828112 2 18 L1 18.810 12 0.65 k S H 72 (Beiseker) 1 12/13/2011 29-825 29218B07

-114.0018471 51.3829127430 -114.0018417 51.3819241 2 18 L1 18.710 24 0.75 k S H 72 (Beiseker) 3 12/13/2011 29-825 29218B07

-114.0018811 51.3821416431 -114.0018943 51.3733072 2 18 L1 17.810 12 1.65 k S H 72 (Beiseker) 1 12/13/2011 29-825 29218B07

-114.0015452 51.3730282432 -114.0019310 51.3097390 2 18 L1 11.000 12 1.2 k N H 567 (Airdrie) 1 12/13/2011 29-825 29218B05

-114.0019132 51.3096492 T-122911433 -114.0020402 51.3071622 2 18 L1 10.670 18 0.9 k N H 567 (Airdrie) 2 12/13/2011 29-825 29218B05

-114.0019173 51.3070089434 -114.0019039 51.3068415 2 18 L1 10.620 12 0.87 k N H 567 (Airdrie) 1 12/13/2011 29-825 29218B05

16/19



-114.0018994 51.3067386435 -114.0019077 51.3021560 2 18 L1 10.000 18 0.3 k N H 567 (Airdrie) 2 12/13/2011 29-825 29218B05

-114.0018840 51.3020258436 -114.0021933 51.3012317 2 18 R1 9.850 18 0.1 k N H 567 (Airdrie) 2 12/6/2011 29-822 29218B05

-114.0019064 51.3012051437 -114.0000360 51.2917134 2 18 L1 8.970 24 0.8 k S H 567 (Airdrie) 2 12/13/2011 29-825 29218A04

-114.0000208 51.2914512 3p438 -113.9997448 51.29165019 2 18 R1 8.838 24 0.9 k S H 567 (Airdrie) 3 12/22/2011 29-830 29218C03

-113.9997582 51.29187063 T-122911439 -114.0001318 51.2900353 2 18 L1 8.770 18 1.0 k S H 567 (Airdrie) 2 12/13/2011 29-825 29218A04

-114.0001591 51.2898733440 -114.0002675 51.2893558 2 18 L1 8.670 18 1.1 k S H 567 (Airdrie) 2 12/13/2011 29-825 29218A04

-114.0002658 51.2891947 T-122911441 -114.0004680 51.2885126 2 18 L1 8.570 18 1.2 k S H 567 (Airdrie) 3 12/13/2011 29-825 29218A04

-114.0004900 51.2882945442 -114.0004839 51.2885981 2 18 L1 8.450 24 1.3 k S H 567 (Airdrie) 3 12/6/2011 29-822 29218A04

-114.0005080 51.2883147 (sbv) T-122911443 -114.0020465 51.2785427 2 18 L1 7.466 12 1.0 k N Yankee Valley 1 12/13/2011 29-825 29218A04

-114.0020411 51.2784485 T-122911444 -114.0017065 51.2772049 2 18 R1 7.198 12 0.7 k N Yankee Valley 1 12/2/2011 29-822 29218C03

-114.0017098 51.2773198 CROSS445 -114.0255231 51.8778928 2 22 L1 9.254 24 0.5 k S End Cma 29 3 1/16/2012 29-838 R 29222B04

-114.0255156 51.8776455 sbv OLDS446 -114.0253977 51.8374000 2 22 R1 4.792 12 1.7 k S Nettok Rd 1 1/16/2012 29-838 1/13/2012 29222B03

-114.0254656 51.8375431447 -114.0254022 51.8362561 2 22 R1 4.665 12 1.9 k S Netook Rd 1 1/16/2012 29-838 1/13/2012 29222B03

-114.0254470 51.8364043448 -114.0250373 51.7796327 2 20 R1 33.916 12 1.7 k S H 27 (Olds OP) 1 1/3/2012 29-833 R 29220C09

-114.0253964 51.7797175 nbv449 -114.0253867 51.7537102 2 20 R1 31.029 24 4.5 k S H 27 (Olds ) 3 1/16/2012 29-838 1/13/2012 29220C09

-114.0253998 51.7539588450 -114.0255178 51.7366206 2 20 L1 29.128 18 0.03 k S Amerada Rd 6 1/6/2012 29-835 R 29220A08

-114.0255199 51.7365589 2p sbv T-01-12-2012

451 -114.0254485 51.7215323 2 20 L1 27.462 24 1.5 k N Bergen Rd 3 12/29/2011 29-833 R 29220A08-114.0254699 51.7217968 sbv OLDS

452 -114.0253491 51.6300823 2 20 L1 17.278 30 1.1 k N Westcott Rd 3 1/11/2012 29-836 R 29220A05-114.0254806 51.6303246 T-01-12-2012 CROSS

453 -114.0252499 51.5937882 2 20 L1 13.227 18 3.5 k N H 581 (Carstairs) 2 1/11/2012 29-836 R 29220B04-114.0252444 51.5936331 T-01-11-2012

454 -114.0250580 51.5553851 2 20 L1 8.962 18 0.7 k S H 581 (Carstairs) 2 1/11/2012 29-836 R 29220B03-114.0250691 51.5555242 T-01-11-2012



457 -114.0250463 51.4858527 2 20 R1 1.248 12 1.2 k N Acme OP 1 1/3/2012 29-833 1/4/2012 29220B01-114.0250463 51.4858527 nbv T-01-11-2012

458 -114.0018864 51.4047500 2 18 L1 21.374 24 0.5 k S Humpty's exit 3 1/9/2012 29-835 1/9/2012 29218B08-114.0018937 51.4045336 sbv T-01-09-2012

459 -114.0018451 51.3730239 2 18 R1 17.861 18 1.6 k S H 72 (Beiseker) 2 1/3/2012 29-833 R 29218B07-114.0018322 51.3731804 nbv

460 -114.0014538 51.3264252 2 18 R1 12.689 72 2.94 k N H 567 (Airdrie) 11 1/18/2012 29-840 R 29218B06-114.0018168 51.3270513 Fatal NB semi T-01-25-2012 CROSS

461 -114.025681 51.880976 2 22 R1 9.619 18 0.1 k S end of MCB (29) 2 2/27/2012 29-856 29222B04

17/19



-114.025481 51.880928 T-02-29-2012 OLDS462 -114.025799 51.873449 2 22 R1 8.758 36 1.0 k S end of MCB (29) 5 2/27/2012 29-856 29222B04

-114.025517 51.873200 nbv T-02-29-2012

463 -114.016876 51.620813 2 22 L1 7.583 18 1.0 k N Nettok Rd 2 2/21/2012 29-853 29222B04-114.016876 51.620813 sbv T-02-29-2012

464 -114.025432 51.862235 2 22 L1 7.534 12 1 k N Netook Rd 1 2/9/2012 29-846 2/13/2012 29222B04-114.025434 51.862328

465 -114.016862 51.620813 2 22 L1 7.158 12 0.6 k N Netook Rd 1 2/21/2012 29-853 29222B04-114.016862 51.620813

466 -114.025631 51.855751 2 22 R1 6.778 42 0.2 k N Netook Rd 6 2/14/2012 29-851 R 29222B04-114.025488 51.855354 (nbv)

467 -114.025586 51.851657 2 22 R1 6.337 24 0.2 k S Netook Rd 2 2/13/2012 29-850 R 29222B03-114.025519 51.851465 (1 good post) T-02-29-2012

468 -114.025818 51.830952 2 22 L1 4.034 18 2.5 k S Netook Rd 2 2/27/2012 29-856 29222B03-114.025818 51.830952 sbv T-02-29-2012

469 -114.025814 51.814229 2 22 L1 2.182 12 2.1 k N H 27 (Olds) 1 2/27/2012 29-856 29222B03-114.025446 51.814205 T-02-29-2012

470 -114.025850 51.811596 2 22 R1 1.875 30 1.9 k N H 27 (Olds OP) 4 2/14/2012 29-851 R 29222B02-114.025482 51.811345 (nbv)

471 -114.025289 51.805870 2 22 R1 1.260 48 1.3 k N H 27 (Olds ) 7 2/24/2012 29-856 2/24/2012 29222B02-114.025430 51.806195

472 -114.025751 51.805236 2 22 R1 1.188 12 1.2 k N H 27 (Olds OP) 1 2/13/2012 29-850 R 29222B02-114.025458 51.805169 2/23/2012

473 -114.025429 51.805249 2 22 L1 1.163 24 1.2 k N H 27 (Olds) 3 2/27/2012 29-856 29222B02-114.025411 51.805075 sbv

474 -114.025445 51.804082 2 22 R1 1.042 18 1.0 k N H 27 (Olds) 2 2/27/2012 29-856 29222B02-114.025425 51.803975 nbv T-02-29-2012

475 -114.025082 51.786465 2 20 L1 34.676 47 0.9 k S H 27 (Olds OP) 12 2/10/2012 29-850 R 29220B10-114.025411 51.786918 9p

476 -114.025614 51.779082 2 20 R1 33.838 24 1.7 k S H 27 (Olds OP) 4 2/14/2012 29-851 R 29220C09-114.025381 51.778911 3p (nbv)

477 -114.025899 51.776601 2 20 L1 33.549 24 2.0 k S H 27 (Olds) 3 2/27/2012 29-856 29220C09-114.025448 51.776331 sbv T-02-29-2012

478 -114.025430 51.749023 2 20 R1 30.493 24 1.3 k N Amerada Rd 3 2/14/2012 29-851 R 29220C09-114.025458 51.748840 (nbv) T-02-29-2012

479 -114.025813 51.746977 2 20 L1 30.258 36 1.1 k N Amerada Rd 5 2/27/2012 29-856 29220C09-114.025481 51.746790 sbv T-02-29-2012

480 -114.025747 51.745727 2 20 R1 30.112 12 1.0 k N Amerada Rd 1 2/27/2012 29-856 29220C09-114.025495 51.745481 nbv T-02-29-2012




484 -114.025479 51.732460 2 20 L1 28.635 24 0.5 k S Amerada Rd 3 2/27/2012 29-856 29220A08-114.025462 51.732302 sbv T-02-29-2012

485 -114.025573 51.686615 2 20 L1 23.506 48 2.4 k S Bergen Rd 5 2/27/2012 29-856 29220A07-114.025515 51.686133 4p sbv 3 good posts T-02-29-2012

486 -114.025507 51.685726 2 20 L1 23.432 12 2.4 k N H 582 (Didsbury) 1 2/27/2012 29-856 29220A07-114.025503 51.685598 sbv T-02-29-2012 OLDS

487 -114.025533 51.656994 2 20 R1 20.260 30 0.8 k S H 582 (Didsbury) 4 2/14/2012 29-851 2/15/2012 29220A06-114.025496 51.656848 (nbv) T-02-15-2012 CROSS

488 -114.025144 51.556580 2 20 R1 9.106 18 0.6 k S H 581 (Carstairs) 2 2/27/2012 29-856 29218B03

18/19



-114.025110 51.556763 nbv posts slightly bent489 -114.025162 51.546049 2 20 L1 7.871 60 1.8 k S H 581 (Carstairs) 9 2/27/2012 29-856 29220B03

-114.025181 51.545518 sbv490 -114.025150 51.525463 2 20 R1 5.571 85 5.5 k N Acme OP 13 2/13/2012 29-850 2/13/2012 29220B02

-114.025154 51.524809 (sbv-van)491 -114.025281 51.524249 2 20 R1 5.457 48 5.4 k N Acme OP 8 2/21/2012 29-853 2/22/2012 29220B02

-114.025192 51.523836 7p nbv492 -114.025504 51.478092 2 20 R1 0.315 42 0.3 k N Acme OP 6 2/14/2012 29-851 2/15/2012 29220B01

-114.025155 51.477655 T-02-15-2012

493 -114.025200 51.473914 2 18 R1 29.436 18 0.1 k S Acme Rd 2 2/27/2012 29-856 29218B10-114.025193 51.473733 nbv

494 -114.002038 51.387983 2 18 R1 19.517 18 0.05 k N H 72 (Beiseker) 2 2/14/2012 29-851 2/15/2012 29218B07-114.001811 51.387844 T-02-15-2012

495 -114.001753 51.368283 2 18 R1 17.355 349 2.1 k S H 72 (Beiseker) 58 2/27/2012 29-856 29218B07-114.001880 51.371497 nbv

496 -114.001993 51.360864 2 18 L1 16.499 12 3.0 k S H 72 (Beiseker) 1 2/14/2012 29-851 2/15/2012 29218B07-114.001992 51.360752

497 -114.001919 51.345166 2 18 L1 14.740 24 5.0 k N H 567 (Airdrie) 3 2/14/2012 29-851 2/15/2012 29218B06-114.001911 51.344916 T-02-16-2012

498 -114.001222 51.282649 2 18 L1 7.784 18 1.3 k N Yankee Yalley 2 2/27/2012 29-856 29218A04-114.001641 51.282786 sbv

499 -114.001897 51.281437 2 18 L1 7.656 36 1.2 k N Yankee Valley 5 2/27/2012 29-856 29218A04-114.001841 51.281774 sbv

500 -114.001564 51.275566 2 18 R1 7.021 12 0.5 k N Yankee Valley 1 2/13/2012 29-850 2/14/2012 29218C03-114.001591 51.275669 (nbv)

501 -114.001609 51.261356 2 18 L1 5.381 54 1.1 k S Yankee Valley 8 2/7/2012 29-848 2/8/2012 29218A02-114.001595 51.260869 SBV T-02-08-2012 CROSS

19/19




APPENDIX CAT HTCB OPERATIONAL COST DATA

1

Churchill, Tony

From: Lynden Fischer <[email protected]>

Sent: Friday, May 10, 2013 1:22 PM

To: Churchill, Tony

Subject: RE: Data request for Highway 2 High Tension Cable Barrier

Tony,

Here is some more information, not sure if it’s useful to you or not… These are fiscal years, so it doesn’t reallymatch up with your request of calendar year.

From: Doug GoodineSent: Wednesday, March 20, 2013 9:13 AMTo: Adam SalteszCc: Ed Huish; Dewayne WladSubject: RE: CMA 19 Cable Barrier maintenance cost

I know you said you didn’t need it now but I did it anyhow for curiosity sake.

We have 71.932 kms of Cable in CMA #29.

Year Ending March 31st, 2011 = $200,557.17 or $2788.15/km

Year Ending March 31st, 2012 = $301,130.84 or $4186.33/km

YTD Ending March 31st 2013 = $235,880.44 or $3279.21/km

Same as Dewayne this is all inclusive from washing, trimming to supply and install.Doug Goodine

From: Dewayne WladSent: Tuesday, March 19, 2013 2:18 PMTo: Adam SalteszCc: Bill DellSubject: CMA 19 Cable Barrier maintenance cost

Adam,

For CMA 19 the cost for the maintenance of the cable barrier per km length of cable barrier is as follows:

Fiscal year 12/13 (so far): spent $324,100 divided by 64.234 kms of cable barrier = $ 5046/km

2

Fiscal year 11/12: spent $234,042 divided by 64.234 kms of cable barrier = $ 3644/km

The maintenance costs include repairing of damaged posts, cables, etc. plus any extra traffic control, trimmingof the cable barrier in the summer, washing and any other costs that have come up.

Any questions, let me know.

ThanksDewayne

Dewayne WladMCI CMA19Alberta TransportationRed Deer OperationsPh. (403) 340-4878Fax. (403) 340-4876

Lynden FischerOperations ManagerAlberta TransportationCentral Region401, 4920 - 51 StreetProvincial BuildingRed Deer, ABT4N 6K8Office: (403) 340-4964Cell: (403) 318-1555Fax: (403) 340-4876

From: Churchill, Tony [mailto:[email protected]]Sent: Wednesday, April 03, 2013 8:48 AMTo: Lynden FischerSubject: Data request for Highway 2 High Tension Cable Barrier

Hi Lynden,

I’m working on wrapping up the performance analysis report for the Hwy 2 HTCB but just noticed that we have somegaps in our data.

Russ provided repair data for CMA 19 up to the end of December 2011 and (I thought) the same for CMA 29. When Icompiled the data I found that we are missing data from January to March 2011 for CMA 29. If you have thisinformation could you add it to the red tabs in the attached CMA 29 worksheet or forward me the individual monthlyfiles?

3

The other item I need an update on is the costing for the operations and maintenance. The last report Russ providedwas for the benefit-cost update based on the first 6 months of operations. Could you generate a report similar to theone I have attached (in the e-mail from Russ) for January 2011 to December 2011?

If you can think of any operational issues and how they were overcome these would also be great to know of so I caninclude them in the report and the TAC paper (e.g. snow clearing, replacing posts in snow/ice/standing water, tensioningissues, traffic control, parts supply, repair response time, etc.).

Thanks in advance,Tony

A.E. (Tony) Churchill, M.Sc., P.Eng. | Transportation Engineerp. 403.723.5972 | c. 403.540.3530 | f. [email protected]

EBA, A Tetra Tech Company | Transportation PracticeRiverbend Atrium One, 115, 200 Rivercrest Drive SE | Calgary, AB T2C 2X5 | www.eba.ca

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Report Parameters

Contract "715806"Segment Number "19MCB002"

Segment TypeActivity TypeBid Item

Report Type "By Bid Item"Calendar Year 2011

Segment Costing by Bid ItemSegment Number: 19MCB002 (SPEC) Description: CMA 19 Cable Barrier Maintenance

Fiscal Year Bid Item Description UOM WO # Work Date Crewsheet #Final Qty. Final Value31-Mar-11 2902 Supply Flagperson, Signs and Vehicle HOURS 019-635 8-Mar-11 522942 4 $193.15

31-Mar-12 2904 Supply of Truck Mounted Arrowboard - Mobile HOURS 019-650 4-Apr-11 504813 3 $147.4731-Mar-12 2904 Supply of Truck Mounted Arrowboard - Mobile HOURS 019-685 20-Jun-11 513124 10 $491.57

2904 Bid Item Subtotal 17 $832.19

31-Mar-12 2920 Supply of Truck Mounted Crash Attenuator with Arrowboard HOURS 019-745 16-Dec-11 505543 11 $1,058.7931-Mar-11 2920 Supply of Truck Mounted Crash Attenuator with Arrowboard HOURS 019-637 15-Mar-11 504781 13.5 $1,276.45

31-Mar-12 2920 Supply of Truck Mounted Crash Attenuator with Arrowboard HOURS 019-650 7-Apr-11 504817 20 $1,925.082920 Bid Item Subtotal 44.5 $4,260.322900 Activity Subtotal $5,092.51

31-Mar-12 3202 Supply of Labourer (Miscellaneous Work) HOURS 019-677 30-Jul-11 505147 185 $5,917.7831-Mar-12 3202 Supply of Labourer (Miscellaneous Work) HOURS 019-676 29-Jun-11 523116 8 $255.90

31-Mar-12 3202 Supply of Labourer (Miscellaneous Work) HOURS 019-676 5-Aug-11 523241 185 $5,917.783202 Bid Item Subtotal 378 $12,091.46

31-Mar-12 3203 Supply of Truck (Miscellaneous Work) HOURS 019-676 5-Aug-11 523241 92.5 $1,768.51

31-Mar-12 3203 Supply of Truck (Miscellaneous Work) HOURS 019-676 29-Jun-11 523116 4 $76.4831-Mar-12 3203 Supply of Truck (Miscellaneous Work) HOURS 019-677 30-Jul-11 505147 92.5 $1,768.51

3203 Bid Item Subtotal 189 $3,613.5031-Mar-12 3299 Median Barrier Mowing - Zero Turn Mower as per Extra Work Approval# 11-01-19-KW.LUMP SUM DOLLARS 019-693 30-Jul-11 505149 1650 $1,650.0031-Mar-12 3299 Median Barrier Mowing - Zero Turn Mower as per Extra Work Approval# 11-01-19-KW.LUMP SUM DOLLARS 019-693 3-Aug-11 523242 1419 $1,419.00

3299 Bid Item Subtotal 3069 $3,069.003200 Activity Subtotal $18,773.96

31-Mar-12 3916 Supply of Labourer (Miscellaneous Work) HOURS 019-744 15-Dec-11 523498 4.5 $143.9531-Mar-11 3916 Supply of Labourer (Miscellaneous Work) HOURS 019-635 8-Mar-11 522942 16 $502.75

31-Mar-12 3916 Supply of Labourer (Miscellaneous Work) HOURS 019-712 21-Sep-11 505205 73 $2,335.12

3916 Bid Item Subtotal 93.5 $2,981.8231-Mar-12 3917 Supply of Truck (Miscellaneous Work) HOURS 019-744 15-Dec-11 523498 1.5 $28.68

31-Mar-11 3917 Supply of Truck (Miscellaneous Work) HOURS 019-635 8-Mar-11 522942 4 $75.12

31-Mar-12 3917 Supply of Truck (Miscellaneous Work) HOURS 019-712 21-Sep-11 505205 36.5 $697.84

3917 Bid Item Subtotal 42 $801.64

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-647 5-Apr-11 504807 34 $3,911.1631-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-647 6-Apr-11 504809 28 $3,220.95

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-647 7-Apr-11 504810 21 $2,415.71

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-647 5-Apr-11 522975 71 $8,167.41

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-649 5-Apr-11 522975 5 $575.17

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-669 20-May-11 504936 8 $920.2731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-669 20-May-11 504936 10 $1,150.34


31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-668 18-May-11 523049 2 $230.07

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-684 17-Jun-11 523089 6 $690.20

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-684 20-Jun-11 504971 5 $575.1731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-652 28-Apr-11 504890 4 $460.14


31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-663 9-May-11 523024 19 $2,185.65

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-670 25-May-11 523060 2 $230.07

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-692 8-Jul-11 505018 2 $230.0731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-692 8-Jul-11 505018 7 $805.24

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-692 8-Jul-11 505018 4 $460.14

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-692 4-Jul-11 523111 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-707 25-Aug-11 505136 2 $230.07

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-707 25-Aug-11 505136 3 $345.1031-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-707 25-Aug-11 505136 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-721 30-Sep-11 523306 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-721 3-Oct-11 523307 7 $805.24

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-706 12-Aug-11 523209 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-706 12-Aug-11 523209 8 $920.2731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-706 12-Aug-11 523209 9 $1,035.31

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-717 12-Sep-11 523259 9 $1,035.31

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-717 12-Sep-11 523259 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-700 2-Aug-11 505095 16 $1,840.5431-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-700 3-Aug-11 523188 8 $920.2731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-721 13-Oct-11 505241 2 $230.07

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-721 13-Oct-11 505241 1 $115.0331-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-721 13-Oct-11 505241 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-713 25-Aug-11 505170 1 $115.0331-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-720 21-Sep-11 523289 2 $230.0731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-725 17-Oct-11 523328 3 $345.10

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-727 21-Oct-11 523340 9 $1,035.3131-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-733 14-Nov-11 523370 3 $345.10

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-733 14-Nov-11 523370 5 $575.1731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-735 23-Nov-11 505398 15 $1,725.5131-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-735 23-Nov-11 505398 22 $2,530.75

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-738 29-Nov-11 523425 30 $3,451.0231-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-732 10-Nov-11 505306 3 $345.10

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-732 7-Nov-11 523367 3 $345.1031-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-729 31-Oct-11 505274 7 $805.2431-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-729 31-Oct-11 505274 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-729 31-Oct-11 505274 1 $115.0331-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-738 14-Dec-11 523495 25 $2,875.85

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 14-Dec-11 523495 64 $7,362.1831-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-744 19-Dec-11 523500 3 $345.1031-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-745 20-Dec-11 523502 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-739 14-Dec-11 505553 15 $1,725.5131-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-739 15-Dec-11 505554 2 $230.07

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-739 15-Dec-11 505554 2 $230.0731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 14-Dec-11 505555 1 $115.0331-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 14-Dec-11 505555 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 15-Dec-11 505556 4 $460.1431-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 15-Dec-11 505556 3 $345.10

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 15-Dec-11 505556 3 $345.1031-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 16-Dec-11 505557 4 $460.1431-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 16-Dec-11 505557 4 $460.14

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-740 15-Dec-11 505558 1 $115.03

31-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-746 22-Dec-11 523508 2 $230.0731-Mar-12 3918 Removal & Replacement of Cable Barrier Posts POST 019-746 22-Dec-11 523508 3 $345.10

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-615 6-Jan-11 522866 2 $226.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 16-Feb-11 504734 4 $452.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 16-Feb-11 504734 5 $565.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 27-Jan-11 504731 2 $226.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 26-Jan-11 522889 3 $339.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 27-Jan-11 504697 9 $1,017.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 27-Jan-11 504697 5 $565.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 27-Jan-11 504697 8 $904.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 27-Jan-11 504698 7 $791.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 27-Jan-11 504698 6 $678.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 28-Jan-11 504699 1 $113.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 28-Jan-11 504699 14 $1,582.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 28-Jan-11 504700 5 $565.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 3-Feb-11 504709 3 $339.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 3-Feb-11 504709 5 $565.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 3-Feb-11 504710 4 $452.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 3-Feb-11 504711 3 $339.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 3-Feb-11 504711 2 $226.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 3-Feb-11 504711 1 $113.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 3-Feb-11 504712 2 $226.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 4-Feb-11 504713 7 $791.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 4-Feb-11 504714 1 $113.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-624 25-Jan-11 522888 34 $3,842.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 11-Mar-11 504766 8 $904.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 11-Mar-11 504766 11 $1,243.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 14-Mar-11 504767 13 $1,469.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 14-Mar-11 504767 17 $1,921.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 15-Mar-11 504768 4 $452.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 15-Mar-11 504768 11 $1,243.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 31-Mar-11 522971 31 $3,503.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-636 31-Mar-11 522971 28 $3,164.0031-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-630 25-Feb-11 522931 13 $1,469.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-635 9-Mar-11 522943 14 $1,582.00

31-Mar-11 3918 Removal & Replacement of Cable Barrier Posts POST 019-620 6-Jan-11 522867 22 $2,486.003918 Bid Item Subtotal 858 $98,078.77

31-Mar-12 3919 Washing Median Cable Barrier Reflectors HOURS 019-743 9-Dec-11 505530 4 $798.93

31-Mar-11 3919 Washing Median Cable Barrier Reflectors HOURS 019-630 25-Feb-11 522931 6 $1,177.20

31-Mar-11 3919 Washing Median Cable Barrier Reflectors HOURS 019-637 16-Mar-11 504782 10 $1,962.00

31-Mar-12 3919 Washing Median Cable Barrier Reflectors HOURS 019-744 16-Dec-11 523501 6.5 $1,298.263919 Bid Item Subtotal 26.5 $5,236.39

31-Mar-12 3922 Re-tensioning Cable Barrier Sections EACH 019-715 1-Nov-11 505267 2 $712.60

31-Mar-12 3999 Supply of TL-4 Posts, hairpins and lockplates as per Roadside Supply Ltd. Invoice# 4250. $13,250 plus 15% = $15,197.25LUMP SUM DOLLARS 019-744 15-Dec-11 523499 15197.25 $15,197.25

31-Mar-12 3999 Supply of TL-4 Cable barrier posts, hairpins, lockplates as per Roadside Supply Ltd. Invoice# 4287. $ 14450 plus 15% = $ 16,617.50LUMP SUM DOLLARS 019-747 22-Dec-11 505570 16617.5 $16,617.50

31-Mar-12 3999 Supply of hairpins and lockplates as per Roadside Supply Ltd. Invoice# 4272. $15,950 plus 15% = $18342.50LUMP SUM DOLLARS 019-756 15-Dec-11 505622 18342.5 $18,342.5031-Mar-12 3999 Drill Truck for 3 hr Remove Cable Barrier from 2 24 April 4, LUMP SUM DOLLARS 019-650 4-Apr-11 504813 580.8 $580.80

31-Mar-11 3999 Supply & delivery of Cable barrier material as per Gibraltar invoice# 001143. (40% of the cost charged to CMA 19.) $37848.60 plus 15%=$43525.89 plus unloading of $265.98 = $43791.87LUMP SUM DOLLARS 019-622 12-Jan-11 504675 43791.87 $43,791.87

31-Mar-11 3999 Repair of cut cable on Hwy. 2:24 SBL at top of Antler Hill. As per 11-03-02-RB.LUMP SUM DOLLARS 019-637 30-Mar-11 522972 8936.2 $8,936.20

31-Mar-12 3999 Supply of 200 cable lockplates as per Roadside Supply Ltd. invoice# 3970. $ 3370 plus 15% = $ 3875.50LUMP SUM DOLLARS 019-706 17-Aug-11 523210 3878.5 $3,878.50

3999 Bid Item Subtotal 107346.6 $108,057.223900 Activity Subtotal $215,155.84

2011 Year Subtotal $239,022.31

19MCB002




APPENDIX DBENEFIT-COST ANALYSIS DATA SHEETS

BENEFIT-COST ANALYSIS FOR HTCB ON HIGHWAY 2


BENEFIT-COST ANALYSIS SHEET 15-Aug-13

DETAILED BENEFIT-COST ANALYSIS FOR HIGHWAY 2 HIGH TENSION CABLE BARRIER

CAPITAL & MAINTENANCE ROAD USER COSTSALTERNATIVE I ALTERNATIVE I

N/A Collision Cost $ 11,877,000 per year

ALTERNATIVE II ALTERNATIVE II

Capital Cost $ 7,457,800

Collision Cost $ 8,279,000 per year

Maintenance Cost $ 485,891 per year

ANNUAL COSTS NET ANNUAL UNDISCOUNTED SUM OF P.W. IRR

VALUES @ 4% DISCOUNT RATE (REAL)

No. Year ALTERNATIVE I ALTERNATIVE II CAP. COST R.U.C. COST+R.U.C (guess)

CAP. R.U.C. CAP. R.U.C. DIFF. SAVINGS VALUES CAPITAL TOTAL -90.00%

0 2010 0 11,877 7,962 8,279 (7,962) 3,598 (4,364) (7,962) (4,364)

1 2011 0 11,877 486 8,279 (486) 3,598 3,112 (8,430) (1,372)

2 2012 0 11,877 486 8,279 (486) 3,598 3,112 (8,879) 1,505 27.32%

3 2013 0 11,877 486 8,279 (486) 3,598 3,112 (9,311) 4,272 50.31%

4 2014 0 11,877 486 8,279 (486) 3,598 3,112 (9,726) 6,932 60.58%

5 2015 0 11,877 486 8,279 (486) 3,598 3,112 (10,125) 9,490 65.58%

6 2016 0 11,877 486 8,279 (486) 3,598 3,112 (10,509) 11,950 68.15%

7 2017 0 11,877 486 8,279 (486) 3,598 3,112 (10,879) 14,315 69.54%

8 2018 0 11,877 486 8,279 (486) 3,598 3,112 (11,234) 16,589 70.30%

9 2019 0 11,877 486 8,279 (486) 3,598 3,112 (11,575) 18,775 70.73%

10 2020 0 11,877 486 8,279 (486) 3,598 3,112 (11,903) 20,878 70.97%

11 2021 0 11,877 486 8,279 (486) 3,598 3,112 (12,219) 22,899 71.11%

12 2022 0 11,877 486 8,279 (486) 3,598 3,112 (12,522) 24,843 71.20%

13 2023 0 11,877 486 8,279 (486) 3,598 3,112 (12,814) 26,712 71.24%

14 2024 0 11,877 486 8,279 (486) 3,598 3,112 (13,095) 28,509 71.27%

15 2025 0 11,877 486 8,279 (486) 3,598 3,112 (13,365) 30,237 71.29%

16 2026 0 11,877 486 8,279 (486) 3,598 3,112 (13,624) 31,899 71.30%

17 2027 0 11,877 486 8,279 (486) 3,598 3,112 (13,874) 33,497 71.30%

18 2028 0 11,877 486 8,279 (486) 3,598 3,112 (14,113) 35,033 71.30%

19 2029 0 11,877 486 8,279 (486) 3,598 3,112 (14,344) 36,510 71.31%

20 2030 0 11,877 486 8,279 (486) 3,598 3,112 (14,566) 37,930 71.31%

UPDATE OF THE BENEFIT-COST ANALYSIS FOR HTCB ON HTCB ON HIGHWAY 2


BENEFIT-COST ANALYSIS SHEET 16-Aug-13

UPDATE OF BENEFIT-COST ANALYSIS FOR HIGHWAY 2 HIGH TENSION CABLE BARRIER






Maintenance Cost $ 504,520 per year





0 2010 0 8,155 7,962 3,503 (7,962) 4,652 (3,310) (7,962) (3,310)

1 2011 0 8,155 505 3,503 (505) 4,652 4,147 (8,447) 677

2 2012 0 8,155 505 3,503 (505) 4,652 4,147 (8,914) 4,512 90.91%

3 2013 0 8,155 505 3,503 (505) 4,652 4,147 (9,362) 8,199 112.16%

4 2014 0 8,155 505 3,503 (505) 4,652 4,147 (9,794) 11,744 119.93%

5 2015 0 8,155 505 3,503 (505) 4,652 4,147 (10,208) 15,153 123.01%

6 2016 0 8,155 505 3,503 (505) 4,652 4,147 (10,607) 18,431 124.30%

7 2017 0 8,155 505 3,503 (505) 4,652 4,147 (10,990) 21,582 124.85%

8 2018 0 8,155 505 3,503 (505) 4,652 4,147 (11,359) 24,613 125.09%

9 2019 0 8,155 505 3,503 (505) 4,652 4,147 (11,714) 27,527 125.20%

10 2020 0 8,155 505 3,503 (505) 4,652 4,147 (12,054) 30,329 125.25%

11 2021 0 8,155 505 3,503 (505) 4,652 4,147 (12,382) 33,023 125.27%

12 2022 0 8,155 505 3,503 (505) 4,652 4,147 (12,697) 35,613 125.28%

13 2023 0 8,155 505 3,503 (505) 4,652 4,147 (13,000) 38,104 125.28%

14 2024 0 8,155 505 3,503 (505) 4,652 4,147 (13,292) 40,499 125.28%

15 2025 0 8,155 505 3,503 (505) 4,652 4,147 (13,572) 42,802 125.28%

16 2026 0 8,155 505 3,503 (505) 4,652 4,147 (13,841) 45,016 125.28%

17 2027 0 8,155 505 3,503 (505) 4,652 4,147 (14,100) 47,145 125.28%

18 2028 0 8,155 505 3,503 (505) 4,652 4,147 (14,349) 49,192 125.28%

19 2029 0 8,155 505 3,503 (505) 4,652 4,147 (14,589) 51,161 125.28%

20 2030 0 8,155 505 3,503 (505) 4,652 4,147 (14,819) 53,054 125.28%

BENEFIT-COST ANALYSIS FOR HTCB ON HIGHWAY 2


ECONOMIC ANALYSIS SHEET 16-Aug-13

4-CABLE BARRIER SYSTEM - PRELIMINARY ENGINEERING REVIEW






Maintenance Cost $ 248000 per year





0 2009 0 8,155 18,290 8,155 (18,290) 0 (18,290) (18,290) (18,290)

1 2010 0 8,155 248 4,202 (248) 3,953 3,705 (18,528) (14,728)

2 2011 0 8,155 248 4,202 (248) 3,953 3,705 (18,758) (11,302) -43.74%

3 2012 0 8,155 248 4,202 (248) 3,953 3,705 (18,978) (8,008) -21.30%

4 2013 0 8,155 248 4,202 (248) 3,953 3,705 (19,190) (4,841) -7.91%

5 2014 0 8,155 248 4,202 (248) 3,953 3,705 (19,394) (1,796) 0.43%

6 2015 0 8,155 248 4,202 (248) 3,953 3,705 (19,590) 1,132 5.88%

7 2016 0 8,155 248 4,202 (248) 3,953 3,705 (19,779) 3,948 9.58%

8 2017 0 8,155 248 4,202 (248) 3,953 3,705 (19,960) 6,655 12.18%

9 2018 0 8,155 248 4,202 (248) 3,953 3,705 (20,134) 9,258 14.05%

10 2019 0 8,155 248 4,202 (248) 3,953 3,705 (20,302) 11,761 15.44%

11 2020 0 8,155 248 4,202 (248) 3,953 3,705 (20,463) 14,168 16.47%

12 2021 0 8,155 248 4,202 (248) 3,953 3,705 (20,617) 16,482 17.26%

13 2022 0 8,155 248 4,202 (248) 3,953 3,705 (20,766) 18,707 17.87%

14 2023 0 8,155 248 4,202 (248) 3,953 3,705 (20,910) 20,846 18.34%

15 2024 0 8,155 248 4,202 (248) 3,953 3,705 (21,047) 22,904 18.71%

16 2025 0 8,155 248 4,202 (248) 3,953 3,705 (21,180) 24,882 19.01%

17 2026 0 8,155 248 4,202 (248) 3,953 3,705 (21,307) 26,784 19.24%

18 2027 0 8,155 248 4,202 (248) 3,953 3,705 (21,430) 28,613 19.43%

19 2028 0 8,155 248 4,202 (248) 3,953 3,705 (21,547) 30,371 19.58%

20 2029 0 8,155 248 4,202 (248) 3,953 3,705 (21,660) 32,062 19.70%




APPENDIX EGIBRALTAR CABLE BARRIER SYSTEMS ANCHOR PLUMB LETTER

high tension cable barrier performance evaluation summary

Documents