appendix a los criteria definitions

Appendix A LOS Criteria Definitions

APPENDIX A LEVEL-OF-SERVICE CONCEPT

Level of service (LOS) is a concept developed to quantify the degree of comfort (including such elements as travel time,

number of stops, total amount of stopped delay, and impediments caused by other vehicles) afforded to drivers as they

travel through an intersection or roadway segment. Six grades are used to denote the various level of service from “A” to

“F”.

SIGNALIZED INTERSECTIONS

The six level-of-service grades are described qualitatively for signalized intersections in Table A1. Additionally, Table A2

identifies the relationship between level of service and average control delay per vehicle. Control delay is defined to

include initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Using this definition,

Level of Service “D” is generally considered to represent the minimum acceptable design standard.

Table A-1 Level-of-Service Definitions (Signalized Intersections)

Level of Service Average Delay per Vehicle

A

Very low average control delay, less than 10 seconds per vehicle. This occurs when progression is extremely favorable, and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay.

B

Average control delay is greater than 10 seconds per vehicle and less than or equal to 20 seconds per vehicle. This generally occurs with good progression and/or short cycle lengths. More vehicles stop than for a level of service A, causing higher levels of average delay.

C

Average control delay is greater than 20 seconds per vehicle and less than or equal to 35 seconds per vehicle. These higher delays may result from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping.

D

Average control delay is greater than 35 seconds per vehicle and less than or equal to 55 seconds per vehicle. The influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle length, or high volume/capacity ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable.

E

Average control delay is greater than 55 seconds per vehicle and less than or equal to 80 seconds per vehicle. This is usually considered to be the limit of acceptable delay. These high delay values generally (but not always) indicate poor progression, long cycle lengths, and high volume/capacity ratios. Individual cycle failures are frequent occurrences.

F

Average control delay is in excess of 80 seconds per vehicle. This is considered to be unacceptable to most drivers. This condition often occurs with oversaturation. It may also occur at high volume/capacity ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also contribute to such high delay values.

1Most of the material in this appendix is adapted from the 2010 Highway Capacity Manual, published by the Transportation Research

Board in 2010.

Table A2 Level-of-Service Criteria for Signalized Intersections

Level of Service

Average Control Delay per

Vehicle (seconds)

A <10.0

B >10 and 20

C >20 and 35

D >35 and 55

E >55 and 80

F >80

UNSIGNALIZED INTERSECTIONS

The automobile LOS criteria for unsignalized intersections are different than the criteria used for signalized intersections,

reflecting driver expectations that vary with different levels of performance from different types of transportation facilities.

Driver expectation is that a signalized intersection is designed to carry higher traffic volumes than an unsignalized

intersection. Additionally, there are a number of driver behavior considerations that combine to make delays at signalized

intersections more tolerable than at unsignalized intersections. For example, drivers at signalized intersections are able to

relax during the red interval, while drivers on the minor street approaches to TWSC intersections must remain attentive to

the task of identifying acceptable gaps and vehicle conflicts. Also, there is often much more variability in the amount of

delay experienced by individual drivers at unsignalized intersections compared to signalized intersections. For these

reasons, the control delay threshold for any given level of service is lower for an unsignalized intersection than for a

signalized intersection. Individual types of unsignalized intersections are defined in the 2010 HCM as described below.

TWO–WAY STOP CONTROLLED INTERSECTIONS

The 2010 HCM provides models for estimating control delay at two-way stop controlled (TWSC) intersections and defines

LOS by control delay. Motor vehicle LOS is determined for each minor-street movement as well as for major street left-

turns using the criteria shown in Table A3.

Table A3 Level-of-Service Criteria for Two-way Stop Controlled Intersections

Note: *For approaches and intersectionwide assessment, LOS is defined solely by control delay

Control Delay (Seconds per Vehicle)

LOS by Volume-to-Capacity Ratio*

v/c < 1.0 v/c > 1.0

<10.0 A F

>10.0 and 15.0 B F

>15.0 and 25.0 C F

>25.0 and 35.0 D F

>35.0 and 50.0 E F

>50.0 F F

As noted in Table A3, the 2010 HCM assigns LOS F to any movement whose v/c ratio exceeds 1.0 regardless of the

control delay.

The 2010 HCM does not define LOS for intersections as a whole or for the major street approaches because:

Major-street through movements are assumed to experience no delay;

The large number of major street through movements at typical TWSC intersections skews averaging of

overall delay for all vehicles; and

Overall intersection delay measures have the potential to mask minor movement deficiencies.

In the performance evaluation of TWSC intersections, it is important to consider other measures of effectiveness (MOEs)

in addition to delay, such as v/c ratios for individual movements, average queue lengths, and 95th percentile queue

lengths. By focusing on a single MOE for the worst movement only, such as delay for the minor-street left turn, users may

make inappropriate traffic control decisions. The potential for making such inappropriate decisions is likely to be

particularly pronounced when the HCM level-of-service thresholds are adopted as legal standards, as is the case in many

public agencies.

ALL–WAY STOP CONTROLLED INTERSECTIONS

The LOS for all-way stop controlled intersections is computed for each approach and, unlike TWSC intersections, for the

intersection. Table A4 summarizes the AWSC LOS criteria defined in the 2010 HCM.

Table A4 Level-of-Service Criteria for All-Way Stop Controlled Intersections

Note: *For approaches and intersectionwide assessment, LOS is defined solely by control delay

As Table A4 notes, LOS F is assigned if the volume-to-capacity ratio (v/c) ratio of a lane exceeds 1.0, regardless of the

control delay. For assessment of LOS at the approach and intersection levels, LOS is based solely on control delay.

Control Delay (Seconds per Vehicle)

LOS by Volume-to-Capacity Ratio*

v/c < 1.0 v/c > 1.0

<10.0 A F

>10.0 and 15.0 B F

>15.0 and 25.0 C F

>25.0 and 35.0 D F

>35.0 and 50.0 E F

>50.0 F F

Appendix B Traffic Counts

Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume

Report generated on 11/28/2017 3:42 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

LOCATION: SE 174th Ave -- SE Powell Blvd QC JOB #: 14500801CITY/STATE: Portland, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE 174th Ave(Northbound)

SE 174th Ave(Southbound)

SE Powell Blvd(Eastbound)

SE Powell Blvd(Westbound)

Total HourlyTotals

Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U7:00 AM 5 14 20 0 1 14 2 0 3 20 9 0 12 28 3 0 1317:05 AM 16 24 13 0 2 17 1 0 3 26 7 0 19 46 5 0 1797:10 AM 12 20 19 0 2 14 1 0 3 18 11 0 20 40 4 0 1647:15 AM 6 25 24 0 2 16 3 0 3 29 6 0 21 38 2 0 1757:20 AM 11 25 24 0 0 14 1 0 3 34 4 0 22 46 2 0 1867:25 AM 15 25 26 0 0 17 1 0 4 35 9 0 13 50 2 0 1977:30 AM 15 23 30 0 2 12 3 0 2 32 6 0 6 55 2 0 1887:35 AM 12 14 18 0 4 10 2 0 1 36 9 0 24 46 2 0 178

7:40 AM 9 24 32 0 1 12 8 0 1 22 8 0 25 45 2 0 1897:45 AM 22 22 34 0 4 14 4 0 3 25 9 0 16 30 1 0 1847:50 AM 15 14 17 0 1 14 1 0 1 41 13 0 6 39 4 0 1667:55 AM 13 18 24 0 1 3 2 0 4 38 12 0 28 46 3 0 192 21298:00 AM 13 22 18 0 3 5 4 0 3 18 7 0 22 42 5 0 162 21608:05 AM 11 17 24 0 3 15 6 0 4 25 6 0 17 43 1 0 172 21538:10 AM 11 11 26 0 0 2 6 0 8 32 10 0 30 59 1 0 196 21858:15 AM 13 20 23 0 1 20 3 0 2 29 5 0 22 35 0 0 173 21838:20 AM 9 10 28 0 1 8 1 0 1 43 14 0 21 50 2 0 188 2185

8:25 AM 12 29 34 0 7 11 4 0 5 39 6 0 13 29 6 0 195 21838:30 AM 10 12 31 0 1 8 4 0 4 47 15 0 20 52 5 0 209 22048:35 AM 9 21 30 0 4 13 6 0 5 30 9 0 20 42 8 0 197 22238:40 AM 9 14 21 0 3 12 4 0 7 34 9 0 20 45 3 0 181 22158:45 AM 13 22 15 0 3 12 3 0 9 30 9 0 15 50 5 0 186 22178:50 AM 12 20 20 0 1 12 2 0 4 27 10 0 19 54 5 0 186 22378:55 AM 14 25 23 0 5 10 7 0 7 29 6 0 19 35 5 0 185 2230

Peak 15-Min Northbound Southbound Eastbound WestboundTotalFlowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U

All Vehicles 124 248 380 0 48 128 56 0 56 464 120 0 212 492 76 0 2404Heavy Trucks 4 12 8 0 20 0 4 44 12 24 48 8 184Pedestrians 4 8 12 36 60

Bicycles 0 1 0 0 0 0 0 0 0 0 0 0 1Railroad

Stopped Buses

Comments:

Peak-Hour: 7:40 AM -- 8:40 AMPeak 15-Min: 8:25 AM -- 8:40 AM

147 220 321

2712549

41

389

114 240

512

38

688

201

544

790

299

479

737

708

0.92

2.0 4.5 4.4

11.110.412.2

2.4

6.9

6.1 10.8

7.0

7.9

3.9

10.9

6.4

8.2

4.7

9.6

6.0

6.4

10

7

8 23

0 1 0

000

0

0

0 0

1

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 174th Ave -- Springwater Corridor Trail QC JOB #: 14500803CITY/STATE: Portland, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At



Springwater Corridor Trail(Eastbound)

Springwater Corridor Trail(Westbound)

Total HourlyTotals


7:40 AM 0 67 0 0 0 35 0 0 0 0 0 0 0 0 0 0 1027:45 AM 0 68 0 0 0 40 0 0 0 0 0 0 0 0 0 0 1087:50 AM 0 56 0 0 0 39 0 0 0 0 0 0 0 0 0 0 957:55 AM 0 55 0 0 0 39 0 0 0 0 0 0 0 0 0 0 94 11718:00 AM 0 51 0 0 0 34 0 0 0 0 0 0 0 0 0 0 85 11688:05 AM 0 49 0 0 0 42 0 0 0 0 0 0 0 0 0 0 91 11738:10 AM 0 48 0 0 0 36 0 0 0 0 0 0 0 0 0 0 84 11368:15 AM 0 47 0 0 0 55 0 0 0 0 0 0 0 0 0 0 102 11468:20 AM 0 60 0 0 0 49 0 0 0 0 0 0 0 0 0 0 109 11578:25 AM 0 58 0 0 0 25 0 0 0 0 0 0 0 0 0 0 83 11368:30 AM 0 52 0 0 0 37 0 0 0 0 0 0 0 0 0 0 89 11378:35 AM 0 49 0 0 0 39 0 0 0 0 0 0 0 0 0 0 88 11308:40 AM 0 54 0 0 0 42 0 0 0 0 0 0 0 0 0 0 96 11248:45 AM 0 44 0 0 0 38 0 0 0 0 0 0 0 0 0 0 82 10988:50 AM 0 63 0 0 0 37 0 0 0 0 0 0 0 0 0 0 100 11038:55 AM 0 49 0 0 0 32 0 0 0 0 0 0 0 0 0 0 81 1090




Stopped Buses

Comments:


0 660 0

04700

0

0

0 0

0

0

660

470

0

0

660

470

0

0

0.93

0.0 2.9 0.0

0.09.10.0

0.0

0.0

0.0 0.0

0.0

0.0

2.9

9.1

0.0

0.0

2.9

9.1

0.0

0.0

0

2

1 0

0 1 0

000

0

7

0 0

6

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE Jenne Rd -- SE Foster Rd QC JOB #: 14500805CITY/STATE: Portland, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE Jenne Rd(Northbound)

SE Jenne Rd(Southbound)

SE Foster Rd(Eastbound)

SE Foster Rd(Westbound)

Total HourlyTotals


7:40 AM 0 0 0 0 15 0 30 0 45 16 0 0 0 30 23 0 1597:45 AM 0 0 0 0 16 0 42 0 35 21 0 0 0 29 18 0 1617:50 AM 0 0 0 0 13 0 27 0 40 22 0 0 0 26 13 0 1417:55 AM 0 0 0 0 14 0 29 0 37 12 0 0 0 26 15 0 133 17958:00 AM 0 0 0 0 10 0 29 0 34 13 0 0 0 25 9 0 120 17878:05 AM 0 0 0 0 13 0 30 0 36 19 0 0 0 26 19 0 143 17748:10 AM 0 0 0 0 11 0 33 0 22 16 0 0 0 37 19 0 138 1762

8:15 AM 0 0 0 0 13 0 41 0 38 22 0 0 0 24 16 0 154 17448:20 AM 0 0 0 0 19 0 49 0 26 21 0 0 0 26 20 0 161 17538:25 AM 0 0 0 0 17 0 29 0 44 24 0 0 0 23 15 0 152 17658:30 AM 0 0 0 0 15 0 30 0 33 14 0 0 0 18 18 0 128 17498:35 AM 0 0 0 0 13 0 36 0 40 23 0 0 0 33 18 0 163 17538:40 AM 0 0 0 0 12 0 37 0 33 20 0 0 0 31 19 0 152 17468:45 AM 0 0 0 0 14 0 31 0 22 17 0 0 0 36 15 0 135 17208:50 AM 0 0 0 0 14 0 31 0 35 17 0 0 0 25 26 0 148 17278:55 AM 0 0 0 0 10 0 24 0 26 16 0 0 0 16 19 0 111 1705




Stopped Buses

Comments:


0 0 0

1690405

430

223

0 0

323

203

0

574

653

526

633

0

392

728

0.94

0.0 0.0 0.0

7.10.06.9

2.8

10.3

0.0 0.0

4.3

4.9

0.0

7.0

5.4

4.6

3.5

0.0

8.9

5.8

0

0

0 1

0 0 0

000

0

0

0 0

0

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 190th Dr -- SE Giese Rd QC JOB #: 14500807CITY/STATE: Gresham, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE 190th Dr(Northbound)

SE 190th Dr(Southbound)

SE Giese Rd(Eastbound)

SE Giese Rd(Westbound)

Total HourlyTotals


7:40 AM 1 24 2 0 3 27 2 0 3 1 0 0 4 9 5 0 817:45 AM 0 31 0 0 0 17 3 0 5 1 0 0 8 7 6 0 787:50 AM 0 22 0 0 4 21 2 0 1 3 0 0 3 6 4 0 667:55 AM 0 25 2 0 1 23 2 0 1 1 0 0 6 1 3 0 65 9068:00 AM 0 31 3 0 3 15 5 0 2 2 0 0 9 8 8 0 86 9228:05 AM 0 13 2 0 4 23 2 0 1 1 0 0 2 3 8 0 59 9128:10 AM 0 18 1 0 4 25 4 0 5 2 0 0 4 5 7 0 75 9088:15 AM 0 19 3 0 3 23 2 0 2 4 0 0 3 7 7 0 73 900

8:20 AM 0 26 5 0 17 20 4 0 3 4 1 0 5 1 14 0 100 9118:25 AM 0 29 4 0 14 21 3 0 0 1 0 0 4 7 17 0 100 9298:30 AM 0 24 4 0 24 19 8 0 2 6 1 0 8 5 14 0 115 9828:35 AM 1 23 3 0 12 11 1 0 2 5 0 0 4 7 13 0 82 9808:40 AM 0 21 1 0 8 22 2 0 4 4 0 0 5 7 19 0 93 9928:45 AM 1 28 2 0 7 20 2 0 2 2 1 0 5 5 20 0 95 10098:50 AM 0 20 6 0 3 15 2 0 0 1 0 0 1 5 10 0 63 10068:55 AM 0 14 1 0 6 11 2 0 1 4 0 0 6 7 8 0 60 1001




Stopped Buses

Comments:


2 285 29

8924538

27

31

2 60

66

106

316

372

60

232

418

307

149

106

0.78

0.0 2.8 10.3

10.12.42.6

11.1

3.2

50.0 5.0

1.5

3.8

3.5

4.3

8.3

3.4

3.6

3.3

8.7

1.9

0

0

0 0

0 0 0

000

0

0

0 0

0

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 172nd Ave -- SE Foster Rd QC JOB #: 14500809CITY/STATE: Gresham, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE 172nd Ave(Northbound)

SE 172nd Ave(Southbound)



Total HourlyTotals


7:40 AM 13 0 5 0 0 0 0 0 0 17 14 0 12 34 0 0 957:45 AM 9 0 6 0 0 0 0 0 0 18 20 0 15 35 0 0 1037:50 AM 17 0 4 0 0 0 0 0 0 22 16 0 9 22 0 0 907:55 AM 11 0 9 0 0 0 0 0 0 13 10 0 8 30 0 0 81 11758:00 AM 8 0 7 0 0 0 0 0 0 16 9 0 17 27 0 0 84 11728:05 AM 15 0 6 0 0 0 0 0 0 11 12 0 20 30 0 0 94 11638:10 AM 13 0 6 0 0 0 0 0 0 11 14 0 13 34 0 0 91 11498:15 AM 15 0 11 0 0 0 0 0 0 25 20 0 15 30 0 0 116 11428:20 AM 16 0 6 0 0 0 0 0 0 17 19 0 13 24 0 0 95 1148

8:25 AM 9 0 9 0 0 0 0 0 0 24 14 0 9 38 0 0 103 11568:30 AM 15 0 7 0 0 0 0 0 0 26 14 0 19 25 0 0 106 11578:35 AM 15 0 4 0 0 0 0 0 0 27 9 0 13 41 0 0 109 11678:40 AM 11 0 8 0 0 0 0 0 0 23 8 0 19 31 0 0 100 11728:45 AM 16 0 7 0 0 0 0 0 0 16 10 0 12 34 0 0 95 11648:50 AM 20 0 10 0 0 0 0 0 0 17 16 0 9 27 0 0 99 11738:55 AM 18 0 12 0 0 0 0 0 0 14 10 0 9 24 0 0 87 1179




Stopped Buses

Comments:


156 0 80

000

0

227

171 163

370

0

236

0

398

533

0

334

307

526

0.92

5.1 0.0 2.5

0.00.00.0

0.0

12.8

7.0 3.7

4.9

0.0

4.2

0.0

10.3

4.5

0.0

5.4

10.1

4.9

0

0

0 0

0 0 0

000

0

0

0 0

0

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 174th Ave -- SE Powell Blvd QC JOB #: 14500802CITY/STATE: Portland, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At



SE Powell Blvd(Eastbound)

SE Powell Blvd(Westbound)

Total HourlyTotals

Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U4:00 PM 7 22 37 0 3 25 7 0 5 36 16 0 31 36 6 0 2314:05 PM 14 18 30 0 4 26 3 0 2 38 13 0 33 33 3 0 2174:10 PM 4 20 31 0 7 19 4 0 1 43 13 0 27 53 3 0 2254:15 PM 12 22 24 0 6 18 3 0 6 52 20 0 20 47 2 0 232

4:20 PM 8 24 28 0 2 20 7 0 5 46 19 0 30 51 1 0 2414:25 PM 10 23 31 0 10 26 4 0 5 37 24 0 27 38 5 0 2404:30 PM 18 17 16 0 5 15 3 0 7 47 20 0 22 30 3 0 2034:35 PM 7 31 25 0 9 23 6 0 5 51 11 0 25 40 3 0 2364:40 PM 13 24 25 0 3 15 5 0 5 49 14 0 26 42 3 0 2244:45 PM 10 12 27 0 3 24 4 0 8 49 22 0 31 53 4 0 2474:50 PM 9 21 38 0 5 18 3 0 7 42 12 0 20 54 3 0 2324:55 PM 6 29 35 0 4 17 3 0 10 42 10 0 31 27 5 0 219 2747

5:00 PM 16 23 22 0 4 26 3 0 1 58 28 0 16 41 5 0 243 27595:05 PM 12 13 29 0 6 18 3 0 6 48 17 0 34 51 6 0 243 27855:10 PM 7 20 28 0 4 23 5 0 9 46 26 0 36 50 3 0 257 28175:15 PM 5 27 24 0 6 24 6 0 3 41 10 0 34 58 5 0 243 28285:20 PM 9 27 26 0 8 18 8 0 3 36 18 0 33 48 6 0 240 28275:25 PM 10 27 28 0 12 26 5 0 4 53 10 0 19 43 7 0 244 28315:30 PM 9 9 24 0 7 15 3 0 5 51 5 0 29 64 1 0 222 28505:35 PM 5 24 22 0 2 23 9 0 8 46 8 0 30 34 4 0 215 28295:40 PM 12 24 35 0 12 20 6 0 7 36 12 0 27 48 5 0 244 28495:45 PM 12 25 33 0 4 21 3 0 5 60 14 0 17 55 9 0 258 28605:50 PM 10 19 14 0 8 11 5 0 6 35 8 0 38 41 3 0 198 28265:55 PM 6 26 19 0 8 20 2 0 4 51 10 0 15 52 4 0 217 2824




Stopped Buses

Comments:

Peak-Hour: 4:20 PM -- 5:20 PMPeak 15-Min: 5:00 PM -- 5:15 PM

121 264 328

6124952

71

556

213 332

535

46

713

362

840

913

381

794

945

708

0.95

1.7 2.3 2.7

0.02.43.8

5.6

3.6

3.8 1.2

3.7

2.2

2.4

2.2

3.8

2.7

2.9

2.3

3.1

3.4

5

5

9 26

0 0 0

000

0

0

0 1

1

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 174th Ave -- Springwater Corridor Trail QC JOB #: 14500804CITY/STATE: Portland, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At



Springwater Corridor Trail(Eastbound)

Springwater Corridor Trail(Westbound)

Total HourlyTotals


4:20 PM 0 57 0 0 0 59 0 0 0 0 0 0 0 0 0 0 1164:25 PM 0 50 0 0 0 71 0 0 0 0 0 0 0 0 0 0 1214:30 PM 0 63 0 0 0 50 0 0 0 0 0 0 0 0 0 0 1134:35 PM 0 63 0 0 0 61 0 0 0 0 0 0 0 0 0 0 124

4:40 PM 0 54 0 0 0 64 0 0 0 0 0 0 0 0 0 0 1184:45 PM 0 71 0 0 0 64 0 0 0 0 0 0 0 0 0 0 1354:50 PM 0 69 0 0 0 60 0 0 0 0 0 0 0 0 0 0 1294:55 PM 0 54 0 0 0 55 0 0 0 0 0 0 0 0 0 0 109 14525:00 PM 0 59 0 0 0 75 0 0 0 0 0 0 0 0 0 0 134 14615:05 PM 0 60 0 0 0 70 0 0 0 0 0 0 0 0 0 0 130 14605:10 PM 0 50 0 0 0 59 0 0 0 0 0 0 0 0 0 0 109 14545:15 PM 0 52 0 0 0 82 0 0 0 0 0 0 0 0 0 0 134 14725:20 PM 0 47 0 0 0 57 0 0 0 0 0 0 0 0 0 0 104 14605:25 PM 0 56 0 0 0 64 0 0 0 0 0 0 0 0 0 0 120 14595:30 PM 0 58 0 0 0 65 0 0 0 0 0 0 0 0 0 0 123 14695:35 PM 0 62 0 0 0 60 0 0 0 0 0 0 0 0 0 0 122 14675:40 PM 0 55 0 0 0 48 0 0 0 0 0 0 0 0 0 0 103 14525:45 PM 0 55 0 0 0 62 0 0 0 0 0 0 0 0 0 0 117 14345:50 PM 0 56 0 0 0 44 0 0 0 0 0 0 0 0 0 0 100 14055:55 PM 0 52 0 0 0 48 0 0 0 0 0 0 0 0 0 0 100 1396




Stopped Buses

Comments:


0 702 0

07700

0

0

0 0

0

0

702

770

0

0

702

770

0

0

0.96

0.0 3.0 0.0

0.02.70.0

0.0

0.0

0.0 0.0

0.0

0.0

3.0

2.7

0.0

0.0

3.0

2.7

0.0

0.0

0

4

0 0

0 0 0

000

0

18

0 0

26

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE Jenne Rd -- SE Foster Rd QC JOB #: 14500806CITY/STATE: Portland, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE Jenne Rd(Northbound)

SE Jenne Rd(Southbound)



Total HourlyTotals


4:20 PM 0 0 0 0 26 0 35 0 50 48 0 0 0 22 12 0 1934:25 PM 0 0 0 0 27 0 34 0 45 38 0 0 0 25 13 0 1824:30 PM 0 0 0 0 32 0 28 0 51 43 0 0 0 22 13 0 1894:35 PM 0 0 0 0 25 0 32 0 46 38 0 0 0 21 21 0 183

4:40 PM 0 0 0 0 22 0 32 0 52 36 0 0 0 17 22 0 1814:45 PM 0 0 0 0 25 0 47 0 52 38 0 0 0 19 13 0 1944:50 PM 0 0 0 0 24 0 44 0 51 25 0 0 0 26 22 0 1924:55 PM 0 0 0 0 22 0 25 0 44 37 0 0 0 22 24 0 174 22405:00 PM 0 0 0 0 26 0 36 0 48 35 0 0 0 19 18 0 182 22235:05 PM 0 0 0 0 37 0 36 0 45 25 0 0 0 16 20 0 179 22175:10 PM 0 0 0 0 22 0 36 0 43 32 0 0 0 19 12 0 164 21695:15 PM 0 0 0 0 31 0 49 0 42 43 0 0 0 22 15 0 202 22155:20 PM 0 0 0 0 25 0 46 0 36 28 0 0 0 28 12 0 175 21975:25 PM 0 0 0 0 21 0 38 0 58 39 0 0 0 22 9 0 187 22025:30 PM 0 0 0 0 19 0 51 0 47 47 0 0 0 26 15 0 205 22185:35 PM 0 0 0 0 15 0 42 0 50 38 0 0 0 23 16 0 184 22195:40 PM 0 0 0 0 24 0 30 0 54 37 0 0 0 21 15 0 181 22195:45 PM 0 0 0 0 19 0 27 0 48 39 0 0 0 23 18 0 174 21995:50 PM 0 0 0 0 17 0 36 0 46 35 0 0 0 21 17 0 172 21795:55 PM 0 0 0 0 13 0 36 0 41 31 0 0 0 17 9 0 147 2152




Stopped Buses

Comments:


0 0 0

3190434

569

438

0 0

250

205

0

753

1007

455

774

0

757

684

0.98

0.0 0.0 0.0

3.10.02.3

2.6

2.7

0.0 0.0

5.2

2.4

0.0

2.7

2.7

4.0

2.6

0.0

2.9

3.4

0

0

1 0

0 0 0

000

0

0

0 0

0

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 190th Dr -- SE Giese Rd QC JOB #: 14500808CITY/STATE: Gresham, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE 190th Dr(Northbound)

SE 190th Dr(Southbound)

SE Giese Rd(Eastbound)

SE Giese Rd(Westbound)

Total HourlyTotals


4:20 PM 0 32 14 0 7 35 3 0 8 6 2 0 2 6 1 0 1164:25 PM 0 30 7 0 9 24 1 0 12 8 1 0 12 6 6 0 1164:30 PM 0 29 6 0 6 43 2 0 7 8 0 0 5 5 3 0 1144:35 PM 0 28 11 0 8 22 3 0 5 3 0 0 6 0 7 0 934:40 PM 0 24 5 0 12 32 6 0 9 7 0 0 7 9 4 0 1154:45 PM 0 34 5 0 11 32 6 0 8 8 1 0 6 5 5 0 1214:50 PM 0 36 3 0 6 21 2 0 8 7 0 0 11 3 6 0 1034:55 PM 1 17 11 0 8 30 2 0 7 9 0 0 6 4 5 0 100 13025:00 PM 0 36 10 0 11 34 1 0 9 6 0 0 4 5 9 0 125 13305:05 PM 0 24 12 0 4 32 1 0 13 9 1 0 6 0 3 0 105 13265:10 PM 0 27 5 0 7 27 1 0 11 7 0 0 4 1 4 0 94 13115:15 PM 0 30 9 0 9 31 2 0 2 4 0 0 6 3 2 0 98 13005:20 PM 0 33 13 0 5 30 2 0 6 10 0 0 2 4 6 0 111 12955:25 PM 0 32 8 0 3 34 1 0 3 4 0 0 2 4 9 0 100 12795:30 PM 0 42 6 0 7 34 1 0 9 9 0 0 7 4 4 0 123 12885:35 PM 0 38 10 0 9 25 1 0 1 7 0 0 8 4 4 0 107 13025:40 PM 0 34 12 0 4 28 1 0 12 11 0 0 7 3 6 0 118 13055:45 PM 0 27 5 0 4 39 2 0 4 7 0 0 2 5 7 0 102 12865:50 PM 0 29 8 0 6 20 2 0 6 8 1 0 3 4 9 0 96 12795:55 PM 0 28 9 0 7 23 4 0 6 5 0 0 7 6 6 0 101 1280




Stopped Buses

Comments:


1 347 98

9836330

99

82

5 75

47

55

446

491

186

177

501

443

278

78

0.94

0.0 3.5 0.0

3.11.73.3

2.0

1.2

0.0 12.0

2.1

9.1

2.7

2.0

1.6

8.5

3.8

3.4

1.4

2.6

0

0

0 0

0 0 0

000

0

0

0 0

0

0

NA

NA

NA NA

NA

NA

NA NA



LOCATION: SE 172nd Ave -- SE Foster Rd QC JOB #: 14500810CITY/STATE: Gresham, OR DATE: Wed, Oct 04 2017

5-Min CountPeriod

Beginning At

SE 172nd Ave(Northbound)

SE 172nd Ave(Southbound)



Total HourlyTotals


4:20 PM 6 0 10 0 0 0 0 0 0 47 16 0 20 27 0 0 126

4:25 PM 7 0 7 0 0 0 0 0 0 45 29 0 19 35 0 0 1424:30 PM 5 0 9 0 0 0 0 0 0 39 31 0 19 30 0 0 1334:35 PM 12 0 8 0 0 0 0 0 0 35 31 0 23 33 0 0 1424:40 PM 8 0 7 0 0 0 0 0 0 39 17 0 19 28 0 0 1184:45 PM 14 0 5 0 0 0 0 0 0 42 20 0 18 22 0 0 1214:50 PM 12 0 2 0 0 0 0 0 0 33 22 0 12 31 0 0 1124:55 PM 12 0 12 0 0 0 0 0 0 24 31 0 15 36 0 0 130 15465:00 PM 7 0 9 0 0 0 0 0 0 34 27 0 17 25 0 0 119 15335:05 PM 8 0 6 0 0 0 0 0 0 33 28 0 22 34 0 0 131 15255:10 PM 11 0 13 0 0 0 0 0 0 29 28 0 16 26 0 0 123 15155:15 PM 8 0 5 0 0 0 0 0 0 35 26 0 14 31 0 0 119 15165:20 PM 4 0 5 0 0 0 0 0 0 46 23 0 18 30 0 0 126 15165:25 PM 10 0 9 0 0 0 0 0 0 33 21 0 19 23 0 0 115 14895:30 PM 9 0 12 0 0 0 0 0 0 37 25 0 17 30 0 0 130 14865:35 PM 11 0 8 0 0 0 0 0 0 35 20 0 24 29 0 0 127 14715:40 PM 12 0 2 0 0 0 0 0 0 40 19 0 18 25 0 0 116 14695:45 PM 11 0 10 0 0 0 0 0 0 25 27 0 17 24 0 0 114 14625:50 PM 8 0 8 0 0 0 0 0 0 37 22 0 21 21 0 0 117 14675:55 PM 10 0 7 0 0 0 0 0 0 31 11 0 14 18 0 0 91 1428




Stopped Buses

Comments:


110 0 93

000

0

435

306 214

358

0

203

0

741

572

0

520

528

468

0.91

2.7 0.0 2.2

0.00.00.0

0.0

3.2

2.6 4.7

4.5

0.0

2.5

0.0

3.0

4.5

0.0

3.5

3.0

4.1

0

2

0 0

0 0 0

000

0

0

0 0

0

0

NA

NA

NA NA

NA

NA

NA NA

Appendix C Existing Traffic Conditions

Pleasant Valley TSP Refinement Year 2017 Existing Conditions, Weekday AM Peak Hour

1: SE 174th Ave & SE Powell Blvd 11/28/2017

Pleasant Valley TSP Refinement 10/04/2017 Year 2017 Existing Conditions, Weekday AM Peak Hour Synchro 9 Report

Kittelson & Associates, Inc. Page 1

Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT

Lane Group Flow (vph) 45 423 124 261 598 160 239 349 29 189

v/c Ratio 0.37 0.85 0.25 0.98 0.86 0.71 0.52 0.44 0.29 0.72

Control Delay 58.0 53.2 7.0 96.3 43.8 62.9 37.6 3.6 57.3 54.7

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 58.0 53.2 7.0 96.3 43.8 62.9 37.6 3.6 57.3 54.7

Queue Length 50th (ft) 30 273 0 182 376 106 145 2 19 115

Queue Length 95th (ft) 72 #531 46 #401 #759 194 233 49 52 199

Internal Link Dist (ft) 586 513 2445 560

Turn Bay Length (ft) 100 100 150 90 50

Base Capacity (vph) 283 497 490 266 698 288 523 802 262 470

Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0

Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0

Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0

Reduced v/c Ratio 0.16 0.85 0.25 0.98 0.86 0.56 0.46 0.44 0.11 0.40

Intersection Summary

# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Traffic Volume (vph) 41 389 114 240 512 38 147 220 321 27 125 49

Future Volume (vph) 41 389 114 240 512 38 147 220 321 27 125 49

Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) 3% -2% -1% 1%

Total Lost time (s) 3.5 5.3 5.3 3.5 5.3 3.5 5.0 3.5 3.5 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00 1.00 0.95 1.00 0.99

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.96

Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1514 1519 1247 1426 1536 1544 1579 1290 1405 1407

Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1514 1519 1247 1426 1536 1544 1579 1290 1405 1407

Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

Adj. Flow (vph) 45 423 124 261 557 41 160 239 349 29 136 53

RTOR Reduction (vph) 0 0 83 0 2 0 0 0 182 0 12 0

Lane Group Flow (vph) 45 423 41 261 596 0 160 239 167 29 177 0

Confl. Peds. (#/hr) 7 10 10 7 8 23 23 8

Confl. Bikes (#/hr) 1 1

Heavy Vehicles (%) 2% 7% 6% 11% 7% 8% 2% 5% 4% 11% 10% 12%

Turn Type Prot NA Perm Prot NA Prot NA pm+ov Prot NA

Protected Phases 5 2 1 6 3 8 1 7 4

Permitted Phases 2 8

Actuated Green, G (s) 7.4 36.1 36.1 20.2 48.9 15.7 31.2 51.4 5.2 20.7

Effective Green, g (s) 7.4 36.1 36.1 20.2 48.9 15.7 31.2 51.4 5.2 20.7

Actuated g/C Ratio 0.07 0.33 0.33 0.18 0.44 0.14 0.28 0.47 0.05 0.19

Clearance Time (s) 3.5 5.3 5.3 3.5 5.3 3.5 5.0 3.5 3.5 5.0

Vehicle Extension (s) 3.0 4.0 4.0 3.0 4.0 3.0 3.5 3.0 3.0 3.5

Lane Grp Cap (vph) 101 498 409 261 682 220 447 602 66 264

v/s Ratio Prot 0.03 0.28 c0.18 c0.39 c0.10 0.15 0.05 0.02 c0.13

v/s Ratio Perm 0.03 0.08

v/c Ratio 0.45 0.85 0.10 1.00 0.87 0.73 0.53 0.28 0.44 0.67

Uniform Delay, d1 49.3 34.4 25.7 44.9 27.8 45.1 33.3 17.9 51.0 41.5

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 3.1 13.2 0.1 55.7 12.3 11.3 1.4 0.3 4.6 6.6

Delay (s) 52.4 47.7 25.8 100.6 40.1 56.4 34.7 18.2 55.6 48.0

Level of Service D D C F D E C B E D

Approach Delay (s) 43.4 58.5 31.6 49.0

Approach LOS D E C D


HCM 2000 Control Delay 45.6 HCM 2000 Level of Service D

HCM 2000 Volume to Capacity ratio 0.85

Actuated Cycle Length (s) 110.0 Sum of lost time (s) 17.3

Intersection Capacity Utilization 76.8% ICU Level of Service D

Analysis Period (min) 15

c Critical Lane Group


3: SE Foster Rd & SE Jenne Rd 11/28/2017



Lane Group EBL EBT WBT WBR SBL SBR

Lane Group Flow (vph) 457 237 344 216 180 431

v/c Ratio 0.78 0.23 0.75 0.40 0.70 0.87

Control Delay 37.7 6.2 41.7 6.3 49.8 29.4

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 37.7 6.2 41.7 6.3 49.8 29.4

Queue Length 50th (ft) 195 34 168 0 91 54

Queue Length 95th (ft) #547 106 325 55 180 203

Internal Link Dist (ft) 389 3361 596

Turn Bay Length (ft) 250 190 75

Base Capacity (vph) 586 1423 1102 997 501 659

Starvation Cap Reductn 0 0 0 0 0 0

Spillback Cap Reductn 0 0 0 0 0 0

Storage Cap Reductn 0 0 0 0 0 0

Reduced v/c Ratio 0.78 0.17 0.31 0.22 0.36 0.65








Movement EBL EBT WBT WBR SBL SBR

Lane Configurations

Traffic Volume (vph) 430 223 323 203 169 405

Future Volume (vph) 430 223 323 203 169 405

Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Grade (%) 5% -5% -2%

Total Lost time (s) 3.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 0.85 1.00 0.85

Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1484 1462 1626 1369 1480 1324

Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1484 1462 1626 1369 1480 1324

Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94

Adj. Flow (vph) 457 237 344 216 180 431

RTOR Reduction (vph) 0 0 0 155 0 263


Confl. Peds. (#/hr) 1

Heavy Vehicles (%) 3% 10% 4% 5% 7% 7%

Turn Type Prot NA NA Perm Prot Perm

Protected Phases 5 2 6 4


Actuated Green, G (s) 35.7 64.3 25.6 25.6 15.7 15.7

Effective Green, g (s) 35.7 64.3 25.6 25.6 15.7 15.7

Actuated g/C Ratio 0.40 0.71 0.28 0.28 0.17 0.17

Clearance Time (s) 3.0 5.0 5.0 5.0 5.0 5.0

Vehicle Extension (s) 0.5 0.5 0.5 0.5 0.5 0.5

Lane Grp Cap (vph) 588 1044 462 389 258 230

v/s Ratio Prot c0.31 0.16 c0.21 0.12

v/s Ratio Perm 0.04 c0.13

v/c Ratio 0.78 0.23 0.74 0.16 0.70 0.73

Uniform Delay, d1 23.7 4.4 29.2 24.1 34.9 35.1

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 5.9 0.0 5.6 0.1 6.5 9.4

Delay (s) 29.5 4.4 34.9 24.2 41.4 44.5

Level of Service C A C C D D

Approach Delay (s) 21.0 30.7 43.6

Approach LOS C C D


HCM 2000 Control Delay 31.3 HCM 2000 Level of Service C



Intersection Capacity Utilization 69.5% ICU Level of Service C




6: SE 190th Dr & SE Giese Rd 11/28/2017




Lane Configurations

Sign Control Stop Stop Stop Stop



Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78

Hourly flow rate (vph) 35 40 3 77 85 136 3 365 37 114 314 49

Direction, Lane # EB 1 WB 1 WB 2 NB 1 SB 1 SB 2

Volume Total (vph) 78 162 136 405 114 363

Volume Left (vph) 35 77 0 3 114 0

Volume Right (vph) 3 0 136 37 0 49

Hadj (s) 0.21 0.30 -0.63 0.01 0.67 -0.06

Departure Headway (s) 8.2 7.6 6.7 6.6 7.2 6.5

Degree Utilization, x 0.18 0.34 0.25 0.74 0.23 0.65

Capacity (veh/h) 392 439 498 530 480 532

Control Delay (s) 12.9 13.3 10.7 26.4 11.2 19.8

Approach Delay (s) 12.9 12.1 26.4 17.7

Approach LOS B B D C


Delay 18.9

Level of Service C

Intersection Capacity Utilization 57.3% ICU Level of Service B


Pleasant Valley TSP Refinement Year 2017 Existing Conditions, Weekday PM Peak Hour


Pleasant Valley TSP Refinement 10/04/2017 Year 2017 Existing Conditions, Weekday PM Peak Hour Synchro 9 Report




v/c Ratio 0.52 1.22 0.44 1.27 0.95 0.65 0.58 0.44 0.47 0.84

Control Delay 64.1 152.1 13.7 186.4 62.5 65.3 40.6 6.0 63.1 61.0

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 64.1 152.1 13.7 186.4 62.5 65.3 40.6 6.0 63.1 61.0

Queue Length 50th (ft) 54 ~542 33 ~332 ~483 91 178 27 46 218

Queue Length 95th (ft) 109 #860 115 #579 #873 164 282 90 97 345







Reduced v/c Ratio 0.29 1.22 0.44 1.27 0.95 0.47 0.53 0.44 0.23 0.66


~ Volume exceeds capacity, queue is theoretically infinite.









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) 3% -2% -1% 1%

Total Lost time (s) 3.5 5.3 5.3 3.5 5.3 3.5 5.0 3.5 3.5 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.97 1.00 0.99

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97

Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1457 1563 1285 1568 1582 1544 1626 1322 1560 1551

Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1457 1563 1285 1568 1582 1544 1626 1322 1560 1551


Adj. Flow (vph) 75 585 224 349 563 48 127 278 345 64 262 55



Confl. Peds. (#/hr) 5 5 5 5 9 26 26 9

Confl. Bikes (#/hr) 1

Heavy Vehicles (%) 6% 4% 4% 1% 4% 2% 2% 2% 3% 0% 2% 4%

Turn Type Prot NA Perm Prot NA Prot NA pm+ov Prot NA

Protected Phases 5 2 1 6 3 8 1 7 4





Clearance Time (s) 3.5 5.3 5.3 3.5 5.3 3.5 5.0 3.5 3.5 5.0

Vehicle Extension (s) 3.0 4.0 4.0 3.0 4.0 3.0 3.5 3.0 3.0 3.5

Lane Grp Cap (vph) 122 485 398 272 632 191 475 616 116 377

v/s Ratio Prot 0.05 c0.37 c0.22 0.39 c0.08 0.17 0.06 0.04 c0.20


v/c Ratio 0.61 1.21 0.28 1.28 0.96 0.66 0.59 0.32 0.55 0.82

Uniform Delay, d1 51.4 40.1 30.3 48.0 34.1 48.6 35.1 19.5 51.9 41.7



Delay (s) 60.3 151.0 30.8 200.5 61.1 57.1 37.1 19.8 57.5 55.6

Level of Service E F C F E E D B E E

Approach Delay (s) 112.9 111.8 32.5 55.9

Approach LOS F F C E


HCM 2000 Control Delay 85.0 HCM 2000 Level of Service F



Intersection Capacity Utilization 97.0% ICU Level of Service F









v/c Ratio 1.13 0.47 0.70 0.44 0.71 0.84

Control Delay 112.5 13.2 47.2 7.6 41.9 34.9

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 112.5 13.2 47.2 7.6 41.9 34.9

Queue Length 50th (ft) ~429 148 152 0 184 162

Queue Length 95th (ft) #673 222 238 57 #310 #357







Reduced v/c Ratio 1.13 0.29 0.27 0.23 0.71 0.84











Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Grade (%) 5% -5% -2%

Total Lost time (s) 3.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 0.85 1.00 0.85

Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1484 1562 1611 1409 1537 1358

Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1484 1562 1611 1409 1537 1358


Adj. Flow (vph) 581 447 255 209 326 443




Heavy Vehicles (%) 3% 3% 5% 2% 3% 2%

Turn Type Prot NA NA Perm Prot Perm






Clearance Time (s) 3.0 5.0 5.0 5.0 5.0 5.0


Lane Grp Cap (vph) 515 942 364 318 457 404

v/s Ratio Prot c0.39 0.29 c0.16 0.21

v/s Ratio Perm 0.03 c0.23

v/c Ratio 1.13 0.47 0.70 0.15 0.71 0.78

Uniform Delay, d1 32.9 11.1 35.9 31.2 31.6 32.4



Delay (s) 112.8 11.3 40.8 31.3 35.9 41.2

Level of Service F B D C D D


Approach LOS E D D





Intersection Capacity Utilization 83.5% ICU Level of Service E








Lane Configurations

Sign Control Stop Stop Stop Stop



Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

Hourly flow rate (vph) 105 87 5 80 50 59 1 369 104 104 386 32

Direction, Lane # EB 1 WB 1 WB 2 NB 1 SB 1 SB 2

Volume Total (vph) 197 130 59 474 104 418

Volume Left (vph) 105 80 0 1 104 0

Volume Right (vph) 5 0 59 104 0 32

Hadj (s) 0.12 0.45 -0.55 -0.09 0.55 -0.02

Departure Headway (s) 8.4 8.8 7.8 7.1 7.7 7.1

Degree Utilization, x 0.46 0.32 0.13 0.93 0.22 0.83

Capacity (veh/h) 403 390 435 500 453 492

Control Delay (s) 18.4 14.7 10.7 51.3 11.7 34.6

Approach Delay (s) 18.4 13.4 51.3 30.0

Approach LOS C B F D


Delay 33.4

Level of Service D




7: SE 172nd Ave & SE Foster Rd 11/28/2017



Movement EBT EBR WBL WBT NBL NBR

Lane Configurations

Traffic Volume (veh/h) 227 171 163 370 156 80

Future Volume (Veh/h) 227 171 163 370 156 80

Sign Control Free Free Stop

Grade -5% 3% 3%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 247 186 177 402 170 87

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft)

pX, platoon unblocked

vC, conflicting volume 433 1096 340

vC1, stage 1 conf vol


vCu, unblocked vol 433 1096 340

tC, single (s) 4.1 6.5 6.2

tC, 2 stage (s)

tF (s) 2.2 3.5 3.3

p0 queue free % 84 13 88

cM capacity (veh/h) 1116 196 702

Direction, Lane # EB 1 WB 1 NB 1

Volume Total 433 579 257

Volume Left 0 177 170

Volume Right 186 0 87

cSH 1700 1116 259

Volume to Capacity 0.25 0.16 0.99

Queue Length 95th (ft) 0 14 242

Control Delay (s) 0.0 4.0 96.1

Lane LOS A F


Approach LOS F


Average Delay 21.3








Lane Configurations

Traffic Volume (veh/h) 435 306 214 358 110 93

Future Volume (Veh/h) 435 306 214 358 110 93

Sign Control Free Free Stop

Grade -5% 3% 3%

Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91

Hourly flow rate (vph) 478 336 235 393 121 102

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type None None

Median storage veh)

Upstream signal (ft)

pX, platoon unblocked

vC, conflicting volume 814 1509 646



vCu, unblocked vol 814 1509 646

tC, single (s) 4.1 6.4 6.2

tC, 2 stage (s)

tF (s) 2.2 3.5 3.3

p0 queue free % 71 0 78

cM capacity (veh/h) 800 93 471

Direction, Lane # EB 1 WB 1 NB 1

Volume Total 814 628 223

Volume Left 0 235 121

Volume Right 336 0 102

cSH 1700 800 147

Volume to Capacity 0.48 0.29 1.52

Queue Length 95th (ft) 0 31 377

Control Delay (s) 0.0 7.0 320.0

Lane LOS A F


Approach LOS F


Average Delay 45.5

Intersection Capacity Utilization 106.8% ICU Level of Service G



8: SE 182nd Ave & SE Powell Blvd 12/21/2017



Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR

Lane Group Flow (vph) 201 750 146 666 185 535 277 786 247

v/c Ratio 0.88 0.85 0.78 0.83 0.83 0.62 0.94 0.78 0.46

Control Delay 86.5 51.2 79.5 51.7 79.6 43.6 90.1 46.6 14.5

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 86.5 51.2 79.5 51.7 79.6 43.6 90.1 46.6 14.5

Queue Length 50th (ft) 158 280 116 253 147 205 222 318 40

Queue Length 95th (ft) #271 #415 182 331 220 270 #389 #490 130



Base Capacity (vph) 263 891 263 842 301 856 304 1008 535

Starvation Cap Reductn 0 0 0 0 0 0 0 0 0

Spillback Cap Reductn 0 0 0 0 0 0 0 0 0

Storage Cap Reductn 0 0 0 0 0 0 0 0 0

Reduced v/c Ratio 0.76 0.84 0.56 0.79 0.61 0.63 0.91 0.78 0.46









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Total Lost time (s) 3.0 5.0 3.0 5.0 3.0 5.0 3.0 5.0 5.0

Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00

Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 0.91

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.97 1.00 0.97 1.00 0.98 1.00 1.00 0.85

Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1568 3019 1568 3024 1568 3053 1568 3135 1283

Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00

Satd. Flow (perm) 1568 3019 1568 3024 1568 3053 1568 3135 1283


Adj. Flow (vph) 201 620 130 146 541 125 185 457 78 277 786 247



Confl. Peds. (#/hr) 24 21 21 24 31 14 14 31

Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

Turn Type Prot NA Prot NA Prot NA Prot NA Perm

Protected Phases 5 2 1 6 3 8 7 4

Permitted Phases 4

Actuated Green, G (s) 18.3 36.0 14.9 32.6 17.9 34.7 23.4 40.2 40.2

Effective Green, g (s) 18.3 36.0 14.9 32.6 17.9 34.7 23.4 40.2 40.2

Actuated g/C Ratio 0.15 0.29 0.12 0.26 0.14 0.28 0.19 0.32 0.32

Clearance Time (s) 3.0 5.0 3.0 5.0 3.0 5.0 3.0 5.0 5.0

Vehicle Extension (s) 1.0 6.0 1.0 6.0 1.0 6.0 1.0 6.0 6.0

Lane Grp Cap (vph) 229 869 186 788 224 847 293 1008 412

v/s Ratio Prot c0.13 c0.24 0.09 0.21 0.12 0.17 c0.18 c0.25

v/s Ratio Perm 0.10

v/c Ratio 0.88 0.85 0.78 0.82 0.83 0.62 0.95 0.78 0.30

Uniform Delay, d1 52.3 41.9 53.5 43.5 52.0 39.4 50.2 38.4 31.9

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 28.5 8.9 17.9 8.2 20.4 3.4 37.5 6.0 1.9

Delay (s) 80.7 50.8 71.4 51.7 72.5 42.8 87.7 44.4 33.7

Level of Service F D E D E D F D C

Approach Delay (s) 57.1 55.2 50.4 51.5

Approach LOS E E D D








Appendix D ODOT Crash Data

OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION

TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT

CRASH SUMMARIES BY YEAR BY COLLISION TYPE

PAGE: 1

SE Powell Blvd & SE 174th Ave

January 1, 2011 through December 31, 2015

COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015

1 0 1 0 1 0 1 0 1 0 0 0 0 1PEDESTRIAN 3 5 8 0 7 1 7 1 8 0 0 0 0 4REAR-END 1 0 1 0 1 0 1 0 1 0 0 0 0 1TURNING MOVEMENTS

2015 TOTAL 0 5 5 10 0 9 1 9 1 10 0 0 0 6

YEAR: 2014

1 1 2 0 2 0 1 1 2 0 0 0 0 2ANGLE 4 5 9 1 6 2 6 3 9 0 0 0 0 5REAR-END 0 1 1 0 1 0 1 0 1 0 0 0 0 0TURNING MOVEMENTS

2014 TOTAL 0 5 7 12 1 9 2 8 4 12 0 0 0 7

YEAR: 2013

4 4 8 0 7 0 5 3 8 0 0 0 0 8REAR-END 0 1 1 0 1 0 1 0 1 0 0 0 0 0SIDESWIPE - OVERTAKING 1 1 2 0 2 0 0 1 2 0 0 0 0 2TURNING MOVEMENTS

2013 TOTAL 0 5 6 11 0 10 0 6 4 11 0 0 0 10

YEAR: 2012

4 4 8 0 7 1 6 2 8 0 0 0 0 4REAR-END 1 0 1 0 1 0 1 0 1 0 0 0 0 2TURNING MOVEMENTS

2012 TOTAL 0 5 4 9 0 8 1 7 2 9 0 0 0 6

YEAR: 2011

1 0 1 0 1 0 0 1 1 0 1 0 0 1FIXED / OTHER OBJECT 5 2 7 0 6 0 5 2 7 0 0 0 0 10REAR-END 0 1 1 0 1 0 0 1 1 0 0 0 0 0TURNING MOVEMENTS

2011 TOTAL 0 6 3 9 0 8 0 5 4 9 0 1 0 11

FINAL TOTAL 0 26 25 51 1 44 4 35 15 51 0 1 0 40

Disclaimer: A higher number of crashes may be reported as of 2011 compared to prior years. This does not reflect an increase in annual crashes. The higher numbers result

from a change to an internal departmental process that allows the Crash Analysis and Reporting Unit to add previously unavailable, non-fatal crash reports to the annual data file.

Please be aware of this change when comparing pre-2011 crash statistics.

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK

DATEDAY/TIMELAT/LONG

COUNTYCITYURBAN AREA

RD# FCCMPT/MLGMILEPNTLRS

CONN #FIRST STREETSECOND STREETINTERSECTION SEQ#

RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

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WTHRSURFLIGHT

CRASH TYPCOLL TYPSVRTY V#

SPCL USETRLR QTYOWNERVEH TYPE

MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES

PEDLOC ERROR ACTN EVENT CAUSE

026 MT. HOOD

CDS380 11/7/2017 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT

CONTINUOUS SYSTEM CRASH LISTING

SE Powell Blvd & SE 174th AveJanuary 1, 2011 through December 31, 2015

PAGE: 1

AGE

SEX

1409120 N N INTER CROSS N S-1STOPN 09/02/2013 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR WMon 00DRYNTRF SIGNAL PRVTE 000ESE POWELL BLVD EPORTLAND SE 08A MN

INJ 9.87 DAYN 0 PSNGR CAR 20DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

UNKN STOP02 0W 00PRVTE 012E

UNKNOWN 57DRVR OR-Y 000 00000INJC01 M

OR>2556PSNG 000 00000INJC02 F

24PSNG 000 00000INJC03 F

26PSNG 000 00000INJC04 F

54PSNG 000 00000INJC05 M

1412925 N N INTER CROSS N S-1STOPN 11/19/2015 29CLDN NONE 004MULTNOMAH STRGHT01 01NONE REAR WThu 00WETNTRF SIGNAL PRVTE 000ESE POWELL BLVD EPORTLAND SE 06P MN

INJ 9.87 DUSKN 0 PSNGR CAR 33DRVR OR-Y 026 2900006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STOP02 0W 004 00PRVTE 011E

PSNGR CAR 59DRVR OR-Y 000 00000INJC01 F

OR<25

NONE STRGHT03 0W 00PRVTE 022E


OR<25

1405850 Y N INTER CROSS Y FIX OBJY 06/08/2011 01CLDN NONE 055MULTNOMAHN N STRGHT01 01CITY FIX SEWed 055 00DRYNTRF SIGNAL UNKN 000NWSE POWELL BLVD SEPORTLAND SE 02A MN

INJ 9.87 DLITN 0 PSNGR CAR 22DRVR OR-Y 047,080 0100005SE 174TH AVEPORTLAND UA INJA01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

1400009 N N INTER CROSS N S-1STOPN 01/01/2011 07CLRN NONE 013MULTNOMAH STRGHT01 01NO RPT REAR NWSat 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 03P MN

INJ 9.87 DAYN 0 PSNGR CAR 28DRVR OTH-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

N-RESNo 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STOP02 0NW 013 00PRVTE 011SE


OR<25


PSNGR CAR 19DRVR UNK 000 00000NONE01 M

OR>25

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

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RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 2

AGE

SEX


PSNGR CAR 56DRVR OTH-Y 000 00000INJC01 M

N-RES

NONE STOP05 0NW 00PRVTE 011SE

PSNGR CAR 20DRVR OR-Y 000 00000NONE01 F

OR>2548PSNG 000 00000INJC02 F

47PSNG 000 00000INJC03 M

1403047 N N INTER CROSS N S-1STOPN 03/28/2011 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWMon 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 03P MN

PDO 9.87 DAYN 0 PSNGR CAR 27DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82


PSNGR CAR 44DRVR OR-Y 000 00000NONE01 M

OR<25

1411132 N N INTER CROSS N S-1STOPN 09/13/2011 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWTue 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 012P MN

INJ 9.87 DAYN 0 PSNGR CAR 70DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1411581 N N INTER CROSS N S-1STOPN 10/21/2012 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWSun 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 06P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1403000 N N INTER CROSS N S-1STOPN 03/30/2013 07CLRN NONEMULTNOMAH STRGHT01 01NO RPT REAR NWSat 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 02P MN

PDO 9.87 DAYN 0 PSNGR CAR 00DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

SER#INVESTUNLOC?

SPEED

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DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 3

AGE

SEX

1408367 N N INTER CROSS N S-1STOPN 08/14/2013 07CLRN NONEMULTNOMAH STRGHT01 01NO RPT REAR NWWed 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 011A MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82


PSNGR CAR 37DRVR OTH-Y 000 00000INJC01 F

N-RES01PSNG 000 00000NO<502 F

1412437 N N INTER 4-LEG N S-1STOPN 11/06/2013 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWWed 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 08A MN

INJ 9.87 DAWNN 0 PSNGR CAR 00DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82


PSNGR CAR 45DRVR OR-Y 000 00000INJC01 M

OR<25

1413793 N N INTER CROSS N S-1STOPN 12/19/2013 07CLRN NONE 013MULTNOMAH STRGHT01 01NO RPT REAR NWThu 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 01P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82


PSNGR CAR 64DRVR OTH-Y 000 00000NONE01 M

N-RES



OR<25

1414160 N N INTER CROSS N S-STRGHTN 12/24/2013 13CLRN NONEMULTNOMAH STRGHT01 01NONE SS-O NWTue 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 02P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STRGHT02 0NW 00PRVTE 000SE

PSNGR CAR 00DRVR UNK 000 00000NONE01 F

UNK

1401828 N N INTER CROSS N S-1STOPN 02/13/2014 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWThu 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 01P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

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INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 4

AGE

SEX



OR<25

1407821 N N INTER CROSS N S-1STOPN 08/01/2014 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWFri 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 02P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1408301 N N INTER CROSS N S-1STOPN 08/12/2014 07CLRN NONEMULTNOMAH STRGHT01 01NO RPT REAR NWTue 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 011A MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1412809 N N INTER CROSS N S-1STOPN 11/29/2014 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWSat 00UNKNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 05P MN

PDO 9.87 DUSKN 0 UNKNOWN 00DRVR UNK 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

UNKNo 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1402412 N N INTER CROSS N S-1STOPN 03/07/2015 27CLRN NONEMULTNOMAH STRGHT01 01NONE REAR NWSat 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 02P MN

PDO 9.87 DAYN 0 PSNGR CAR 57DRVR OR-Y 026,016 2703806SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1407134 N N INTER CROSS N S-1STOPN 07/06/2015 29CLRN NONE 013MULTNOMAH STRGHT01 01NONE REAR NWMon 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 09A MN


UNKNo 002600100S00 1 45 29 32.31 -122 29 4.82

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 5

AGE

SEX



OR<25



OR<25

1413496 N N INTER CROSS N PEDN 12/01/2015 04,18CLRN NONEMULTNOMAH STRGHT01 01NO RPT PED NWTue 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD SEPORTLAND SE 04P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.8200PED 020 04,18035STRGHT INJC01 M 01

SN

1405605 N N INTER CROSS N S-1STOPN 06/01/2011 10CLRN NONEMULTNOMAH STRGHT01 01NONE REAR EWed 00DRYNTRF SIGNAL PRVTE 000WSE POWELL BLVD WPORTLAND SE 02P MN

PDO 9.87 DAYN 0 PSNGR CAR 67DRVR OR-Y 080,044 1000006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STOP02 0E 00PRVTE 012W


OR<25

1407553 N N INTER CROSS N S-1STOPN 07/23/2011 07CLRN NONEMULTNOMAHN N STRGHT01 01CITY REAR ESat 00DRYNUNKNOWN UNKN 000WSE POWELL BLVD WPORTLAND SE 02A MN

INJ 9.87 DLITN 0 PSNGR CAR 00DRVR UNK 026 0700006SE 174TH AVEPORTLAND UA NONE01 U

UNKNo 002600100S00 1 45 29 32.31 -122 29 4.82


PSNGR CAR 24DRVR OR-Y 000 00000INJB01 F

OR<25

1402234 Y Y INTER CROSS N S-1STOPN 03/02/2012 07CLRN NONEMULTNOMAHN N STRGHT01 01CITY REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD WPORTLAND SE 07P MN

PDO 9.87 DLITN 0 PSNGR CAR 41DRVR SUSP 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STOP02 0SE 00PRVTE 011NW


OR<25

1404938 N N INTER CROSS N S-1STOPN 05/12/2012 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR ESat 00DRYNTRF SIGNAL PRVTE 000WSE POWELL BLVD WPORTLAND SE 011A MN

PDO 9.87 DAYN 0 PSNGR CAR 36DRVR OTH-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

N-RESNo 002600100S00 1 45 29 32.31 -122 29 4.82

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 6

AGE

SEX



OR<25

1412338 N N INTER CROSS N S-1STOPN 11/15/2014 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR ESat 00ICENTRF SIGNAL PRVTE 000WSE POWELL BLVD WPORTLAND SE 012P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



UNK

1402652 N N INTER CROSS N S-1STOPN 03/13/2015 29CLRN NONE 013MULTNOMAH STRGHT01 01NO RPT REAR NWFri 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD NWPORTLAND SE 04P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25



OR<25

1408703 N N INTER CROSS N S-1STOPN 08/20/2011 07CLRN NONE 013MULTNOMAH STRGHT01 01NO RPT REAR SESat 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 09P MN

INJ 9.87 DLITN 0 PSNGR CAR 29DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STOP02 0SE 013 00PRVTE 011NW


OR<2542PSNG 000 00000INJC02 F



OR<25



OR<25

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 7

AGE

SEX

1484749 N N INTER CROSS N S-1STOPN 12/09/2011 07UNKN UNKNMULTNOMAH STRGHT01 01NONE REAR SEFri 00UNKNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 012P MN

INJ 9.87 DAYN 0 UNKNOWN 43DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR>25

1404193 N N INTER CROSS N S-1STOPN 01/27/2012 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 02P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1404373 N N INTER CROSS N S-1STOPN 04/27/2012 07RAINN NONEMULTNOMAHN N STRGHT01 01CITY REAR SEFri 00WETNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 09P MN

PDO 9.87 DLITN 0 PSNGR CAR 53DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1405883 N N INTER CROSS N S-1STOPN 06/05/2012 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SETue 00DRYNTRF SIGNAL UNKN 000NWSE POWELL BLVD NWPORTLAND SE 05P MN

INJ 9.87 DAYN 0 PSNGR CAR 00DRVR UNK 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

UNKNo 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1408816 N N INTER CROSS N S-1STOPN 08/11/2012 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SESat 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 05P MN

INJ 9.87 DAYN 0 PSNGR CAR 00DRVR UNK 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 8

AGE

SEX

1409158 N N INTER CROSS N S-1STOPN 08/24/2012 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 03P MN


OR>25No 002600100S00 1 45 29 32.31 -122 29 4.82


PSNGR CAR 25DRVR UNK 000 00000INJC01 F

OR>25

1405973 Y N INTER CROSS N S-1STOPN 06/16/2013 07CLRN NONEMULTNOMAHN N STRGHT01 01CITY REAR SESun 00DRYNTRF SIGNAL UNKN 000NWSE POWELL BLVD NWPORTLAND SE 05P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1410823 N N INTER CROSS N S-1STOPN 10/08/2013 07UNKN NONEMULTNOMAH STRGHT01 01NONE REAR SETue 00UNKNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 07P MN

PDO 9.87 DLITN 0 PSNGR CAR 33DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1412538 N N INTER CROSS N S-1STOPN 11/18/2013 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SEMon 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 05P MN

PDO 9.87 DUSKN 0 PSNGR CAR 65DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1400547 N N INTER CROSS N S-1STOPN 01/18/2014 07CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SESat 00DRYNTRF SIGNAL UNKN 000NWSE POWELL BLVD NWPORTLAND SE 05P MN

INJ 9.87 DLITN 0 SEMI TOW 00DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<2563PSNG 000 00000INJC02 F

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 9

AGE

SEX

1404545 N N INTER CROSS N S-1STOPN 05/07/2014 07CLRN NONE 013MULTNOMAH STRGHT01 01NONE REAR SEWed 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 05P MN

PDO 9.87 DAYN 0 UNKNOWN 00DRVR OR-Y 026 0700006SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25



OR<25

1412456 N N INTER CROSS N S-1STOPN 11/18/2014 27CLRN NONE 013MULTNOMAH STRGHT01 01NONE REAR SETue 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 06P MN

INJ 9.87 DUSKN 0 PSNGR CAR 72DRVR OR-Y 026,016 2703806SE 174TH AVEPORTLAND UA INJB01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25



OR<25

1412691 N N INTER CROSS N S-1STOPN 11/24/2014 07CLDN NONEMULTNOMAH STRGHT01 01NONE REAR SEMon 00WETNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 09A MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1402472 N N INTER CROSS N S-1STOPN 03/09/2015 29CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SEMon 00DRYNEMR SGN/FL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 012P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK





RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)

LEGS(#LANES)

INT-RELTRAF-CNTL

OFFRDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJ SVRTY

LICNSRES


026 MT. HOOD




PAGE: 10

AGE

SEX

1404063 N N INTER CROSS N S-1STOPN 04/17/2015 29CLRN NONEMULTNOMAH STRGHT01 01NO RPT REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 012P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1409313 N N INTER CROSS N S-1STOPN 08/28/2015 29CLRN NONEMULTNOMAH STRGHT01 01NONE REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD NWPORTLAND SE 010A MN


OR-?No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1401922 N N INTER CROSS N ANGL-OTHN 02/24/2014 04,27CLRN NONEMULTNOMAH STRGHT01 01NO RPT ANGL NMon 00DRYNTRF SIGNAL PRVTE 000SSE POWELL BLVD CNPORTLAND SE 012A MN

INJ 9.87 DLITN 0 PSNGR CAR 34DRVR OR-Y 020,016 04,2703802SE 174TH AVEPORTLAND UA INJB01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STRGHT02 0NW 00PRVTE 000SE


OR<25

1411748 N N INTER CROSS N O-1 L-TURNN 11/01/2011 02CLRN NONEMULTNOMAH TURN-L01 01NO RPT TURN STue 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD CNPORTLAND SE 04A MN

PDO 9.87 DLITN 0 PSNGR CAR 52DRVR OR-Y 028,004 0200003SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STRGHT02 0SE 00PRVTE 000NW


UNK

1409434 N N INTER CROSS N O-1 L-TURNN 09/11/2013 02CLRN NONEMULTNOMAH STRGHT01 01CITY TURN EWed 00DRYNTRF SIGNAL PRVTE 000WSE POWELL BLVD CNPORTLAND SE 0UNK MN

PDO 9.87 UNKN 0 PSNGR CAR 70DRVR OR-Y 000 0000003SE 174TH AVEPORTLAND UA NONE01 M

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE TURN-L02 0S 00PRVTE 000E

PSNGR CAR 00DRVR UNK 000 00000NONE01 U

UNK

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026 MT. HOOD




PAGE: 11

AGE

SEX

1404480 N N INTER CROSS N ANGL-OTHN 05/05/2014 02CLRN NONEMULTNOMAH STRGHT01 01NONE ANGL SMon 00DRYNTRF SIGNAL PRVTE 000NSE POWELL BLVD CNPORTLAND SE 02P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82



OR<25

1406812 N N INTER CROSS N O-1 L-TURNN 07/04/2014 02CLRN NONEMULTNOMAH STRGHT01 01NO RPT TURN SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE POWELL BLVD CNPORTLAND SE 08A MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE TURN-L02 0S 00PRVTE 000SE

PSNGR CAR 25DRVR OR-Y 004,028 02000NONE01 F

OR<25

1406171 N N INTER CROSS N S-1TURNN 06/04/2015 07CLRN NONE 004MULTNOMAH STRGHT01 01NONE REAR SEThu 00DRYNTRF SIGNAL UNKN 000NWSE POWELL BLVD CNPORTLAND SE 05P MN

INJ 9.87 DAYN 0 PSNGR CAR 00DRVR UNK 026 0700003SE 174TH AVEPORTLAND UA NONE01 M

UNKNo 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STOP02 0S 004 00PRVTE 013NW


OR<25

1407373 N N INTER CROSS N O-OTHERN 07/11/2012 02CLRN NONEMULTNOMAH TURN-R01 01NONE TURN SEWed 00DRYNL-GRN-SIG PRVTE 016SSE POWELL BLVD CNPORTLAND SE 06P MN


OR>25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE TURN-L02 0SE 00PRVTE 000N


OR<2504PSNG 000 00000INJC02 M

1400005 N N INTER CROSS N ANGL-OTHN 01/01/2013 02CLRN NONEMULTNOMAH TURN-R01 01NONE TURN SETue 00DRYNTRF SIGNAL PRVTE 016SSE POWELL BLVD CNPORTLAND SE 07P MN

INJ 9.87 DLITN 0 PSNGR CAR 27DRVR OR-Y 028 0200004SE 174TH AVEPORTLAND UA NONE01 F

OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE STRGHT02 0SE 00PRVTE 000NW


OR<2524PSNG 000 00000INJC02 F

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026 MT. HOOD




PAGE: 12

AGE

SEX

1412510 N N INTER CROSS N ANGL-OTHN 11/10/2015 08CLRN NONEMULTNOMAH TURN-L01 01NONE TURN STue 00DRYNTRF SIGNAL PRVTE 000SESE POWELL BLVD CNPORTLAND SE 03P MN


OR<25No 002600100S00 1 45 29 32.31 -122 29 4.82

NONE TURN-R02 0SE 00PRVTE 000S


OR<25




PAGE: 1

SE 174th Ave from Powell Blvd to SE Circle Ave


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015


2015 TOTAL 0 1 1 2 0 2 0 1 1 0 0 0 0 3

YEAR: 2014

1 0 1 0 1 0 1 0 0 1 0 0 0 1BACKING 1 0 1 0 0 1 1 0 0 0 1 0 0 1FIXED / OTHER OBJECT 0 2 2 0 0 1 0 2 0 0 0 0 0 0TURNING MOVEMENTS

2014 TOTAL 0 2 2 4 0 1 2 2 2 0 1 1 0 2

YEAR: 2013

0 1 1 0 0 1 1 0 0 0 0 0 0 0HEAD-ON 0 1 1 0 1 0 0 1 0 0 1 0 0 0NON-COLLISION 1 2 3 0 2 0 3 0 0 0 0 0 0 4REAR-END 1 0 1 0 0 1 0 1 0 0 0 0 0 1SIDESWIPE - MEETING 0 3 3 0 3 0 2 1 0 0 0 0 0 0TURNING MOVEMENTS

2013 TOTAL 0 2 7 9 0 6 2 6 3 0 0 1 0 5

YEAR: 2012

1 1 2 0 2 0 1 1 0 0 2 0 0 3FIXED / OTHER OBJECT 2 1 3 0 1 2 1 2 1 0 0 0 0 2TURNING MOVEMENTS

2012 TOTAL 0 3 2 5 0 3 2 2 3 1 0 2 0 5

YEAR: 2011

1 0 1 0 1 0 1 0 0 0 0 0 0 1PEDESTRIAN 1 0 1 0 1 0 1 0 0 0 0 0 0 1REAR-END 0 2 2 0 0 2 1 1 0 0 0 0 0 0TURNING MOVEMENTS

2011 TOTAL 0 2 2 4 0 2 2 3 1 0 0 0 0 2

FINAL TOTAL 0 10 14 24 0 14 8 14 10 1 1 4 0 17




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MILEPNTDIST FROMINTERSECT

COUNTY ROADSFIRST STREETSECOND STREETINTERSECTION SEQ #

RD CHARDIRECTLOCTN

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MULTNOMAH COUNTY


COUNTY ROAD CRASH LISTING



AGE

SEX

PAGE: 1

06351 N N STRGHT Y FIX OBJN 6/15/2012 10CLRN NONE 092,053 NN STRGHT01 0SE 174TH AVE

COUNTY FIX NFri 092,053 00DRYNNONE(NONE) PRVTE 007SNSE CIRCLE AVE1210P

PDODARKN 0 PSNGR CAR 16DRVR OR-Y 080 1000001 NONE01 M 1No 45 29 14.18 -122 29 5.00

(02) OR<25

08208 N N CURVE Y OVERTURNY 8/10/2013 30CLDN NONE NN STRGHT01 0SE 174TH AVE

COUNTY NCOL NSat 00DRYNNONE(NONE) PRVTE 000SNSE CIRCLE AVE2752A

PDODLITN 0 PSNGR CAR 41DRVR OR-Y 050,080 3000001 NONE01 M 1No 45 29 11.11 -122 29 5.11

(02) OR<25

02391 N N STRGHT N S-1STOPN 3/5/2015 07CLRN NONE 013 STRGHT01 0SE 174TH AVE

NO RPT REAR SThu 00DRYNUNKNOWN(NONE) PRVTE 000NNSE CIRCLE AVE108P

INJDUSKN PSNGR CAR 33DRVR OR-Y 026 0700003 NONE01 M 1No 45 29 13.32 -122 29 4.98

(02) OR<25

NONE STOP02 0

S 013 00PRVTE 011N


OR>25

NONE STOP03 0

S 00PRVTE 022N


OR<25

61PSNG 000 00000INJC02 F

14280 N N STRGHT N O-STRGHTN 12/12/2013 05RAINN NONE NN STRGHT01 0SE 174TH AVE

COUNTY SS-M SThu 00WETNNONE(NONE) PRVTE 000NNSE CIRCLE AVE44P

INJDUSKN PSNGR CAR 33DRVR SUSP 080,039 0500005 NONE01 M 1No 45 29 9.74 -122 29 5.97

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

08417 N N STRGHT N S-1STOPN 8/5/2013 07UNKN NONE 006 STRGHT01 0SE 174TH AVE

NONE REAR SMon 00UNKNUNKNOWN(NONE) PRVTE 000NSSE CIRCLE AVE203P

PDODAYN 0 PSNGR CAR 00DRVR OR-Y 026 0700003 NONE01 M 1No 45 29 18.91 -122 29 4.93

(02) OR<25

NONE STOP02 0

S 006 00PRVTE 011N


OR<25

07468 N N CURVE Y FIX OBJY 7/23/2014 01RAINN NONE 079 NN STRGHT01 0SE 174TH AVE

COUNTY FIX NEWed 079 00WETNNONE(NONE) PRVTE 000SWNSE JENNE RD21P

INJDAYN PSNGR CAR 33DRVR OR-Y 047,080 0101707 INJC01 F 1No 45 29 9.06 -122 29 6.34

(02) OR<25

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 2

10806 N N ALLEY N ANGL-OTHN 10/10/2013 02CLRN NONE TURN-L01 0SE 174TH AVE

NONE TURN NEThu 00DRYNNONE(NONE) PRVTE 018NWSWSE JENNE RD26P

PDODAYN PSNGR CAR 00DRVR UNK 028 0200003 NONE01 M 1No 45 29 7.35 -122 29 6.58

(02) UNK

NONE STRGHT02 0

NE 00PRVTE 000SW


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CITY STREETFIRST STREETSECOND STREETINTERSECTION SEQ #

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CITY OF PORTLAND SE, MULTNOMAH COUNTY


URBAN NON-SYSTEM CRASH LISTING



AGE

SEX

PAGE: 1

1701183 N N ALLEY N S-OTHERN 02/04/2011 08RAINN NONESE 174TH AVE TURN-L01 0

NONE TURN WFri 00WETNL-TURN REF(NONE) UNKN 019SNSE KENDALL CT 2006P

PDODLITN 0 PSNGR CAR 00NONEDRVR OR-Y 006 0800007 01 M 1No 45 29 28.72 -122 29 4.91

(03) OR>25

NONE STOP02 0

N 00PRVTE 012S

PSNGR CAR 43NONEDRVR OR-Y 000 0000001 F

OR<25

1794373 N N INTER 3-LEG N O-1 L-TURNN 04/27/2012 02RAINN NONESE 174TH AVEN N STRGHT01 0

CITY TURN NFri 00WETNUNKNOWN PRVTE 000SCNSE KENDALL CT 08P

PDODLITN 0 PSNGR CAR 65NONEDRVR OR-Y 000 0000004 01 F 1No 45 29 26.73 -122 29 4.96

OR<25

NONE TURN-L02 0

E 00PRVTE 000N

PSNGR CAR 53NONEDRVR OR-Y 028,004 0200001 M

OR<25

1700301 N N STRGHT N O-STRGHTN 01/09/2013 05CLDN NONE 013SE 174TH AVE STRGHT01 0

NO RPT HEAD NWed 00WETNUNKNOWN(NONE) UNKN 000SSSE NAEGELI DR 20011A

PDODAYN 0 PSNGR CAR 00NONEDRVR OR-Y 044 0500007 01 M 1No 45 29 23.58 -122 29 4.99

(02) OR<25

NONE STRGHT02 1

S 00UNKN 022N 013

PSNGR CAR 60NONEDRVR OR-Y 000 0000001 M

OR>25

NONE PRKD-P03 0

S 00UNKN 008N

PSNGR CAR

1707131 N N STRGHT N S-1STOPN 07/15/2013 07CLRN NONE 004SE 174TH AVE STRGHT01 0

NONE REAR NMon 00DRYNSP PED SIG(NONE) PRVTE 000SSSE NAEGELI DR 7511A

INJDAYN PSNGR CAR 19NONEDRVR OR-Y 026 0700008 01 F 1No 45 29 24.99 -122 29 4.98

(02) OR<25

NONE STOP02 0

S 00PRVTE 011N

PSNGR CAR 37INJCDRVR OR-Y 000 0000001 F

OR<2533INJCPSNG 000 0000002 F

05INJCPSNG 000 0000003 M

08INJCPSNG 000 0000004 F

1703421 N N STRGHT N PEDN 04/05/2011 18CLRN 110SE 174TH AVE

CITY PEDTue DRYNUNKNOWN(NONE)SSE POWELL BLVD 406P

INJDAYN 0 21INJCPED 057 110 1803705 STRGHT 01 M 04 1No 45 29 31.96 -122 29 4.83

(02) WE

NONE STRGHT01 0

S 00PRVTE 000N


OR<25

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AGE

SEX

PAGE: 2

1706510 N N STRGHT N S-1STOPN 06/28/2013 07CLRN NONESE 174TH AVE STRGHT01 0

NONE REAR SFri 00DRYNUNKNOWN(NONE) UNKN 000NSSE POWELL BLVD 406P

PDODAYN 0 PSNGR CAR 00NONEDRVR OR-Y 026 0700005 01 F 1No 45 29 31.51 -122 29 4.84

(02) UNK

NONE STOP02 0

S 00PRVTE 011N


OR<25

1702537 N N ALLEY N O-1 L-TURNN 03/14/2011 02CLRN NONESE 174TH AVE TURN-L01 0

NONE TURN EMon 00WETNL-TURN REF(NONE) PRVTE 019NSSE POWELL BLVD 253P

PDODAYN 0 PSNGR CAR 32NONEDRVR OR-Y 028,004 0200006 01 M 1No 45 29 32.06 -122 29 4.83

(03) OR>25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

1710988 N N STRGHT N O-OTHERN 10/08/2014 10CLRY NONESE 174TH AVE BACK01 0

NONE BACK SWed 00DRYNL-TURN REF(NONE) PRVTE 000NSSE POWELL BLVD 303P

INJDAYN 0 PSNGR CAR 29NONEDRVR OR-Y 080,011 1000006 01 F 1No 45 29 31.65 -122 29 4.84

(03) OR<25

NONE STOP02 0

N 00PRVTE 011S


OR<25

1700210 N N ALLEY N ANGL-OTHN 01/06/2012 02RAINN NONESE 174TH AVE TURN-L01 0

NO RPT TURN SFri 00WETNL-TURN REF(NONE) PRVTE 018ESSE POWELL BLVD 405P

INJDLITN 0 PSNGR CAR 24INJCDRVR OR-Y 028 0200006 01 M 1No 45 29 31.96 -122 29 4.83

(03) OR<25

NONE STRGHT02 0

N 00PRVTE 000S

PSNGR CAR 25NONEDRVR OR-Y 000 0000001 U

OR>25

1706791 N N ALLEY N ANGL-OTHN 07/06/2013 02CLRN NONESE 174TH AVE TURN-L01 0

NONE TURN SSat 00DRYNUNKNOWN(NONE) UNKN 018ESSE POWELL BLVD 606P


(02) UNK

NONE TURN-L02 0

E 00PRVTE 019N


OR<25


NONE TURN NSat 00DRYNUNKNOWN(NONE) PRVTE 018WSSE POWELL BLVD 34012P

INJDAYN 0 PSNGR CAR 29INJCDRVR OR-Y 028 0200007 01 M 1No 45 29 28.55 -122 29 4.92

(02) OR<25

SER#INVESTUNLOC?

SPEED

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DRUGS

SCHL

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RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)LEGS

(#LANES)

INT-RELTRAF-CONTL

OFF-RDRNDBTDRVWY

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AGE

SEX

PAGE: 3

NONE STRGHT02 0

S 00PRVTE 000N


OR<25


NONE TURN SThu 00DRYNNONE(NONE) PRVTE 018ESSE POWELL BLVD 757P

PDODUSKN PSNGR CAR 40NONEDRVR OR-Y 028 0200008 01 M 1No 45 29 31.65 -122 29 4.84

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

1681209 N N ALLEY N ANGL-OTHN 04/06/2015 02CLRN NONESE 174TH AVE TURN-R01 0

NONE TURN NMon 00DRYNUNKNOWN(NONE) PRVTE 018ESSE POWELL BLVD 813P

PDODAYN PSNGR CAR 57NONEDRVR OR-Y 028 0200008 01 M 1No 45 29 31.31 -122 29 4.85

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

1711589 N N ALLEY N ANGL-OTHN 10/30/2014 02RAINN NONESE 174TH AVE TURN-L01 0

NONE TURN SThu 00WETNUNKNOWN(NONE) PRVTE 018ESSE POWELL BLVD 826P

PDODLITN PSNGR CAR 30NONEDRVR OR-Y 028 0200008 01 F 1No 45 29 31.31 -122 29 4.85

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

1714048 N N ALLEY N ANGL-OTHN 12/26/2014 02UNKN NONESE 174TH AVE TURN-L01 0

NO RPT TURN SFri 00UNKNL-GRN-SIG(NONE) PRVTE 018ESSE POWELL BLVD 8510P

PDODLITN PSNGR CAR 00NONEDRVR OR-Y 028 0200008 01 F 1No 45 29 31.33 -122 29 4.85

(03) OR<25

NONE STRGHT02 0

N 00PRVTE 006S


OR<25

1713491 N N STRGHT N S-1STOPN 12/12/2011 07CLRN UNKNSE 174TH AVE STRGHT01 0

NONE REAR NMon 00DRYNUNKNOWN(NONE) UNKN 000SSSE POWELL BLVD 10010A

INJDAYN 0 UNKNOWN 00NONEDRVR UNK 026 0700008 01 U 1No 45 29 31.34 -122 29 4.85

(02) UNK

NONE STOP02 0

N 00PRVTE 011S


OR<25

SER#INVESTUNLOC?

SPEED

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AGE

SEX

PAGE: 4

1707687 N N STRGHT Y FIX OBJN 07/20/2012 05CLRN NONE 045SE 174TH AVE STRGHT01 0

NONE FIX SFri 00DRYNUNKNOWN(NONE) PRVTE 000NSSE POWELL BLVD 220 0456P

INJDAYN 0 PSNGR CAR 45INJCDRVR OR-Y 044 0501708 01 F 1No 45 29 29.73 -122 29 4.89

(02) OR<2517INJCPSNG 000 0000002 F

17INJCPSNG 000 0000003 F




PAGE: 1

SE Jenne Rd from Circle Ave to McKinley Rd


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015

1 1 2 0 1 1 0 2 0 0 2 0 0 2FIXED / OTHER OBJECT 1 0 1 0 0 1 1 0 0 0 0 0 0 2HEAD-ON 2 1 3 0 3 0 3 0 0 0 0 0 0 3REAR-END

2015 TOTAL 0 4 2 6 0 4 2 4 2 0 0 2 0 7

YEAR: 2014

1 0 1 0 1 0 0 1 0 0 1 0 0 2FIXED / OTHER OBJECT 1 0 1 0 0 1 1 0 0 0 0 0 0 3HEAD-ON

2014 TOTAL 0 2 0 2 0 1 1 1 1 0 0 1 0 5

YEAR: 2013

1 1 2 0 1 1 1 1 0 0 2 0 0 1FIXED / OTHER OBJECT 4 2 6 0 5 1 6 0 1 0 0 0 0 6REAR-END 2 2 4 0 3 1 3 1 0 0 0 0 0 2SIDESWIPE - MEETING

2013 TOTAL 0 7 5 12 0 9 3 10 2 1 0 2 0 9

YEAR: 2012

2 1 3 0 2 1 3 0 0 0 3 0 0 2FIXED / OTHER OBJECT 1 0 1 0 0 1 1 0 0 0 0 0 0 2HEAD-ON 3 1 4 0 3 1 3 1 0 0 0 0 0 4REAR-END

2012 TOTAL 0 6 2 8 0 5 3 7 1 0 0 3 0 8

YEAR: 2011

2 2 4 0 3 1 2 2 0 0 4 0 0 3FIXED / OTHER OBJECT 2 0 2 0 1 1 0 2 0 0 0 0 0 3HEAD-ON 1 0 1 0 0 1 0 1 0 0 1 0 0 1NON-COLLISION 7 2 9 0 7 1 6 3 0 0 0 0 0 14REAR-END 0 1 1 0 0 1 1 0 0 0 0 0 0 0TURNING MOVEMENTS

2011 TOTAL 0 12 5 17 0 11 5 9 8 0 0 5 0 21

FINAL TOTAL 0 31 14 45 0 30 14 31 14 1 0 13 0 50




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MULTNOMAH COUNTY





AGE

SEX

PAGE: 1

12897 N N STRGHT N S-1STOPN 2/1/2012 07CLRN NONE STRGHT01 0JENNE RD

NONE REAR UNWed 00DRYNNONE(NONE) PRVTE 000UNUN00000 UNKNOWN NAME9A

INJDAYN PSNGR CAR 00DRVR UNK 026 0700000 NONE01 FYes 45 30 15.15 -122 21 31.69

(02) UNK

NONE STOP02 0

UN 00PRVTE 011UN


OR<25

09873 N N CURVE Y FIX OBJY 9/17/2011 01RAINN NONE 072 STRGHT01 0SE JENNE RD

NONE FIX SWSat 072 00WETNNONE(NONE) PRVTE 000NESWSE 174TH AVE03P

PDODAYN PSNGR CAR 19DRVR OR-Y 047,080,081 0101705 NONE01 F 1No 45 29 3.41 -122 29 6.70

(02) OR<25

07057 N N GRADE Y FIX OBJN 7/5/2015 10CLRN NONE 062,087 NN STRGHT01 0SE JENNE RD

COUNTY FIX UNSun 062,087 00DRYNUNKNOWN(NONE) UNKN 000UNNESE BALDRY ST188P

INJDUSKN PSNGR CAR 24DRVR NONE 081 1001701 INJB01 F 1No 45 28 45.46 -122 29 21.37

(02) OR<25

04PSNG 000 00000INJC02 F

09970 N N STRGHT N S-1STOPN 9/22/2013 07RAINN NONE STRGHT01 0SE JENNE RD

NO RPT REAR SWSun 00WETNNONE(NONE) PRVTE 000NENESE BALDRY ST31P

INJDAYN PSNGR CAR 30DRVR OR-Y 026 0700003 NONE01 F 1No 45 28 39.07 -122 29 27.84

(02) OR>25

NONE STOP02 0

SW 00PRVTE 011NE


OR<25

77PSNG 000 00000INJC02 M

02841 N N STRGHT N S-1STOPN 3/20/2012 07RAINN NONE STRGHT01 0SE JENNE RD

NONE REAR NETue 00WETNUNKNOWN(NONE) PRVTE 000SWNESE BALDRY ST6008A

PDODAWNN 0 PSNGR CAR 63DRVR OR-Y 026 0700007 NONE01 M 1No 45 28 42.77 -122 29 23.73

(02) OR<25

NONE STOP02 1

NE 00PRVTE 011SW


OR<25

02014 Y N STRGHT Y FIX OBJN 2/26/2011 33CLRN NONE 062 NN STRGHT01 0SE JENNE RD

CITY FIX NESat 062 00DRYNUNKNOWN(NONE) PRVTE 000SWNESE BALDRY ST9008P

INJDARKN 0 PSNGR CAR 63DRVR OR-Y 051,080 3300007 INJB01 M 1No 45 28 45.19 -122 29 21.55

(02) OR<25

05162 Y N STRGHT N O-STRGHTN 5/26/2013 05CLRN NONE NN STRGHT01 0SE JENNE RD

CITY SS-M NESun 00DRYNNONE(NONE) PRVTE 000SWSWSE BALDRY ST74P

INJDAYN 0 PSNGR CAR 35DRVR OR-Y 044 0500005 NONE01 M 1No 45 28 35.19 -122 29 32.87

(02) OR<25

SER#INVESTUNLOC?

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 2

NONE STRGHT02 0

SW 00UNKN 000NE

PSNGR CAR 37DRVR OR-Y 000 00000INJB01 M

OR<25

09175 N N ALLEY Y FIX OBJN 9/5/2014 08,32CLRN NONE 079,010,121 NN TURN-L01 0SE JENNE RD

COUNTY FIX NFri 079,010,121 00DRYNUNKNOWN(NONE) PRVTE 018WNSE CIRCLE AVE1371A

INJDARKN PSNGR CAR 25DRVR NONE 001,052 08,3200001 INJB01 M 1No 45 29 6.88 -122 29 6.59

(02) OR<25

28PSNG 000 00000INJC02 M

03116 Y N STRGHT N O-STRGHTN 3/27/2013 05CLRN NONE NN STRGHT01 0SE JENNE RD

CITY SS-M SWed 00DRYNUNKNOWN(NONE) PRVTE 000NNSE CIRCLE AVE706P


(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

11993 N N STRGHT Y FIX OBJY 11/8/2011 30CLRN NONE 066 NN STRGHT01 0SE JENNE RD

COUNTY FIX STue 066 00DRYNUNKNOWN(NONE) PRVTE 000NNSE CIRCLE AVE607A

INJDAYN 0 PSNGR CAR 24DRVR OR-Y 050,080 3000007 INJB01 F 1No 45 29 8.95 -122 29 6.38

(02) OR>25

36PSNG 000 00000INJB02 M

11775 N Y CURVE Y FIX OBJY 11/3/2013 01RAINN NONE 053 NN STRGHT01 0SE JENNE RD

CITY FIX SWSun 053 00WETNNONE(NONE) PRVTE 000NESSE CIRCLE AVE101A

INJDARKN PSNGR CAR 20DRVR SUSP 047,080 0101701 INJB01 M 1No 45 29 3.39 -122 29 6.71

(02) OR<25

07871 N N CURVE Y FIX OBJN 7/25/2012 10CLRN NONE 079,037,001 STRGHT01 0SE JENNE RD

COUNTY FIX NWed 079,037 00DRYNNONE(NONE) PRVTE 000SSSE CIRCLE AVE5158A

INJDAYN 0 MTRCYCLE 00DRVR OR-Y 080 001 1000001 INJA01 M 1No 45 29 3.00 -122 29 6.93

(02) OR<25

00967 N N STRGHT N S-1STOPN 1/29/2011 07CLRN NONE 004 STRGHT01 0SE JENNE RD

NONE REAR NSat 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE112P

INJDAYN 0 PSNGR CAR 28DRVR OR-Y 026 0700003 NONE01 F 1No 45 29 7.87 -122 29 6.57

(02) OR<25

NONE STOP02 0

N 004 00PRVTE 011S


OR<25


NO RPT REAR NMon 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE14P

INJDAYN 0 PSNGR CAR 23DRVR OTH-Y 026 0700003 NONE01 M 1No 45 29 7.28 -122 29 6.58

(02) N-RES

SER#INVESTUNLOC?

SPEED

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MULTNOMAH COUNTY





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PAGE: 3

NONE STOP02 0

N 004 00PRVTE 011S


OR<25

12065 N N STRGHT N S-1STOPN 11/7/2013 07CLRN UNKN 004 STRGHT01 0SE JENNE RD

NONE REAR NThu 00DRYNNONE(NONE) UNKN 000SSSE CIRCLE AVE13P

PDODAYN UNKNOWN 00DRVR UNK 026 0700003 NONE01 U 1No 45 29 8.32 -122 29 6.58

(02) UNK

NONE STOP02 0

N 004 00PRVTE 011S


OR<25


COUNTY REAR NSat 00DRYNSP PED SIG(NONE) PRVTE 000SSSE CIRCLE AVE211A

INJDAYN 0 PSNGR CAR 17DRVR OR-Y 026 0700003 INJC01 F 1No 45 29 7.30 -122 29 6.58

(02) OR<25

NONE STOP02 0

N 004 00PRVTE 011S


OR<25


NONE REAR NSat 00DRYNSP PED SIG(NONE) PRVTE 000SSSE CIRCLE AVE23P

PDODAYN PSNGR CAR 32DRVR OR-Y 026 2900003 NONE01 M 1No 45 29 7.30 -122 29 6.58

(02) OR<25

NONE STOP02 0

N 00PRVTE 011S


OR<25


COUNTY REAR NWed 00DRYNSP PED SIG(NONE) PRVTE 000SSSE CIRCLE AVE951P

INJDAYN PSNGR CAR 25DRVR OR-Y 026 2900003 NONE01 F 1No 45 29 7.30 -122 29 6.58

(02) OR<25

NONE STOP02 0

N 013 00PRVTE 011S


OR>25

NONE STOP03 0

N 00PRVTE 022S


OR<25

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK




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INT-TYP(MEDIAN)LEGS

(#LANES)

INT-RELTRAF-CONTL

OFF-RDRNDBTDRVWY

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MULTNOMAH COUNTY





AGE

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PAGE: 4


NONE REAR NSun 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE10210A


(02) OR<25

NONE STOP02 0

N 004 00PRVTE 011S


OR>25

09PSNG 000 00000INJC02 F

07911 N N STRGHT N S-1STOPN 7/26/2012 07CLRN NONE STRGHT01 0SE JENNE RD

NONE REAR NThu 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE2003P

INJDAYN 0 PSNGR CAR 41DRVR OR-Y 026 0700003 INJC01 M 1No 45 29 6.02 -122 29 6.60

(02) OR<25

NONE STOP02 0

N 00PRVTE 011S


OR<25

14258 N N GRADE N O-STRGHTN 12/18/2012 32,05,27RAINN NONE STRGHT01 0SE JENNE RD

COUNTY HEAD STue 00WETNNONE(NONE) PRVTE 000NSSE CIRCLE AVE61P

INJDAYN PSNGR CAR 23DRVR OR-Y 052,080,016 32,05,2703805 INJB01 M 1No 45 29 5.07 -122 29 6.61

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S

PSNGR CAR 37DRVR OR-Y 000 00000INJA01 F

OR<25

14119 N N STRGHT N O-STRGHTN 12/29/2013 05CLRN NONE NN STRGHT01 0SE JENNE RD

COUNTY SS-M SSun 00DRYNNONE(NONE) PRVTE 000NSSE CIRCLE AVE68P

INJDARKN PSNGR CAR 63DRVR OR-Y 039,080 0500005 INJC01 M 1No 45 29 5.38 -122 29 6.61

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

02PSNG 000 00000NO<502 F

10462 Y N CURVE N O-STRGHTN 10/1/2011 33,05RAINN NONE NN STRGHT01 0SE JENNE RD

COUNTY HEAD SSat 00WETNNONE(NONE) PRVTE 000NSSE CIRCLE AVE1011P

INJDLITN PSNGR CAR 40DRVR OR-Y 051 33,0500005 INJB01 M 1No 45 29 3.30 -122 29 6.76

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

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(#LANES)

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MULTNOMAH COUNTY





AGE

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PAGE: 5

13927 N N STRGHT N O-STRGHTN 12/22/2013 05CLRN NONE NN STRGHT01 0SE JENNE RD

COUNTY SS-M NSun 00WETNNONE(NONE) PRVTE 000SSSE CIRCLE AVE111P

PDODAYN PSNGR CAR 20DRVR OR-Y 080,039 0500005 NONE01 F 1No 45 29 2.67 -122 29 7.25

(02) OR<25

NONE STRGHT02 0

S 00PRVTE 000N


OR<25

08927 N N STRGHT N S-1STOPN 8/25/2011 07CLRN UNKN 013 NN STRGHT01 0SE JENNE RD

NONE REAR SThu 00DRYNREG-SIGN(NONE) UNKN 000NSSE CIRCLE AVE204P

INJDAYN 0 UNKNOWN 00DRVR UNK 026 0700005 NONE01 U 1No 45 29 8.12 -122 29 6.57

(02) UNK

NONE STOP02 0

S 013 00PRVTE 011N

PSNGR CAR 19DRVR OR-Y 000 00000INJB01 F

OR<25

NONE STOP03 0

S 00PRVTE 011N


OR<25

11933 N N CURVE N O-STRGHTY 10/30/2015 05,01RAINN NONE NN STRGHT01 0SE JENNE RD

COUNTY HEAD NFri 00WETNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE47512P

INJDAYN PSNGR CAR 22DRVR OR-Y 047,044 05,0100005 INJB01 F 1No 45 29 3.63 -122 29 6.63

(02) OR<25

NONE STRGHT02 0

S 00PRVTE 000N


OR<25

08955 N N CURVE N O-STRGHTN 9/30/2014 10RAINN NONE NN STRGHT01 0SE JENNE RD

COUNTY HEAD STue 00WETNUNKNOWN(NONE) PRVTE 000NSSE CIRCLE AVE5201P

INJDAYN 0 PSNGR CAR 49DRVR OR-Y 080 1000005 INJA01 M 1No 45 29 2.99 -122 29 6.94

(02) OR<25

49PSNG 000 00000INJA02 M

NONE STRGHT02 0

N 00PRVTE 000S

PSNGR CAR 55DRVR OR-Y 000 00000INJA01 M

OR<25


CITY REAR NTue 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE502P


(02) OR<25

SER#INVESTUNLOC?

SPEED

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DRUGS

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(#LANES)

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 6

NONE STOP02 0

N 004 00PRVTE 011S


OR<25

09PSNG 000 00000INJC02 M

09288 N N STRGHT N S-1STOPN 9/4/2011 07CLRN NONE 013 NN STRGHT01 0SE JENNE RD

COUNTY REAR NSun 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE505P


(02) OR<25

NONE STOP02 0

N 013 00PRVTE 011S


OR<25

12PSNG 000 00000INJC02 M

NONE STOP03 0

N 00PRVTE 011S


OR<25

32PSNG 000 00000INJC02 F

03PSNG 000 00000INJC03 F

78PSNG 000 00000INJC04 F

05680 Y N STRGHT Y FIX OBJY 6/5/2011 01CLRN NONE 079,088 NN STRGHT01 0SE JENNE RD

COUNTY FIX NSun 079,088 00DRYNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE3001A

PDODLITN 0 PSNGR CAR 36DRVR SUSP 047,080 0100006 NONE01 M 1No 45 29 5.35 -122 29 6.61

(02) OR<25

01984 N N CURVE Y FIX OBJY 3/1/2013 32,01CLRN NONE 079 NN STRGHT01 0SE JENNE RD

COUNTY FIX SWFri 079 00DRYNNONE(NONE) PRVTE 000NESSE CIRCLE AVE1010A

PDODAYN PSNGR CAR 20DRVR OR-Y 052,080 32,0101707 NONE01 M 1No 45 29 3.22 -122 29 6.80

(02) OR<25

13072 N N STRGHT N S-1STOPN 12/1/2011 07UNKN UNKN 004 STRGHT01 0SE JENNE RD

NONE REAR SThu 00UNKNUNKNOWN(NONE) UNKN 000NSSE CIRCLE AVE1004P

PDODUSKN 0 UNKNOWN 00DRVR OR-Y 026 0700007 NONE01 M 1No 45 29 7.37 -122 29 6.58

(02) OR<25

NONE STOP02 0

S 004 00PRVTE 011N


OR<25

05556 N N STRGHT Y FIX OBJY 5/24/2012 32,01RAINN NONE 088 NN STRGHT01 0SE JENNE RD

CITY FIX NThu 088 00WETNUNKNOWN(NONE) PRVTE 000SSSE CIRCLE AVE2408A

PDODAYN 0 PSNGR CAR 35DRVR OR-Y 052,047,080 32,0100007 NONE01 F 1No 45 29 5.72 -122 29 6.60

(02) OR>25

SER#INVESTUNLOC?

SPEED

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SCHL

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RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)LEGS

(#LANES)

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 7

13704 N N ALLEY N ANGL-OTHN 12/18/2011 08RAINN NONE TURN-R01 0SE JENNE RD

NO RPT TURN NSun 00WETNUNKNOWN(NONE) PRVTE 018ESSE CIRCLE AVE3002P


(02) OR<25

NONE STRGHT02 0

S 00PRVTE 000N


OR<25

01529 N N CURVE N S-1STOPN 2/13/2011 07CLRN NONE STRGHT01 0SE JENNE RD

NONE REAR SSun 00DRYNUNKNOWN(NONE) PRVTE 000NSSE CIRCLE AVE5506P

INJDLITN 0 PSNGR CAR 47DRVR OR-Y 026 0700007 NONE01 F 1No 45 29 2.87 -122 29 7.04

(02) OR<25

NONE STOP02 0

S 00PRVTE 011N


OR<25

24PSNG 000 00000INJC02 F

11847 Y N STRGHT Y OVERTURNN 11/5/2011 33RAINN NONE NN STRGHT01 0SE JENNE RD

COUNTY NCOL SSat 00WETNNONE(NONE) PRVTE 000NNSE JENNE LN102A

INJDARKN 0 PSNGR CAR 34DRVR NONE 051,080 3300005 INJC01 M 1No 45 28 57.36 -122 29 13.84

(02) OR<25

06450 N N STRGHT N S-1STOPN 6/28/2013 07CLRN NONE NN STRGHT01 0SE JENNE RD

COUNTY REAR NFri 00DRYNUNKNOWN(NONE) PRVTE 000SNESE JENNE LN5809A


(02) OR>25

NONE STOP02 0

N 00PRVTE 012S


OR<25

00489 N N STRGHT Y FIX OBJN 1/8/2012 10CLDN NONE 079,010 STRGHT01 0SE JENNE RD

COUNTY FIX NSun 079,010 00DRYNUNKNOWN(NONE) PRVTE 000SSSE JENNE LN33P

INJDAYN 0 PSNGR CAR 30DRVR OR-Y 080 1000001 INJC01 F 1No 45 28 56.13 -122 29 15.42

(02) OR<25

03411 N N CURVE Y FIX OBJY 4/1/2015 01CLDN NONE 053 NN STRGHT01 0SE JENNE RD

COUNTY FIX SWed 053 00WETNNONE(NONE) PRVTE 000NSSE JENNE LN42A

PDODARKN 0 PSNGR CAR 23DRVR OR-Y 047,080 0100001 NONE01 F 1No 45 28 55.34 -122 29 16.35

(02) OR>25

04412 N N STRGHT N S-1STOPN 5/1/2011 07CLRN NONE STRGHT01 0SE JENNE RD

NONE REAR NSun 00DRYNUNKNOWN(NONE) PRVTE 000SSSE JENNE LN72P

PDODAYN 0 PSNGR CAR 88DRVR OR-Y 026 0700003 NONE01 F 1No 45 28 54.48 -122 29 16.73

(02) OR<25

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SPEED

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 8

NONE STOP02 0

N 00PRVTE 011S


OR<25

02135 N N STRGHT N S-1STOPN 2/28/2015 07CLDN NONE 013 STRGHT01 0SE JENNE RD

COUNTY REAR SSat 00DRYNUNKNOWN(NONE) PRVTE 000NSSE JENNE LN178A

INJDAYY PSNGR CAR 27DRVR OR-Y 026 0700003 INJC01 F 1No 45 28 48.90 -122 29 19.28

(02) OR<25

NONE STOP02 0

S 013 00PRVTE 012N


OR<25

NONE STRGHT03 0

N 00PRVTE 022S


OR<25

02302 N N STRGHT N O-STRGHTY 3/7/2011 32,30,05CLRN NONE NN STRGHT01 0SE JENNE RD

COUNTY HEAD SMon 00DRYNNONE(NONE) PRVTE 000NSSE JENNE LN258P

INJDUSKN 0 PSNGR CAR 18DRVR OR-Y 052,050,044 32,30,0500005 INJC01 M 1No 45 28 45.52 -122 29 21.25

(02) OR<25

NONE STRGHT02 0

N 00PRVTE 000S

PSNGR CAR 20DRVR OR-Y 000 00000INJA01 F

OR<25

82332 N N INTER 3-LEG N S-1STOPN 6/30/2013 10CLRN NONE NN STRGHT01 0SE JENNE RD

COUNTY REAR NSun 00DRYNNONE PRVTE 000SSSE JENNE LN05P


OR>25

NONE STOP02 0

N 00PRVTE 011S


OR<25

41PSNG 000 00000INJB02 M

10PSNG 000 00000INJB03 F

13827 N N ALLEY N S-1STOPN 12/20/2011 07RAINN NONE 0.11 STRGHT01 0SE JENNE RD

NONE REAR STue 00WETNUNKNOWN(NONE) PRVTE 000NSSE JENNE LN5P

INJDLITN PSNGR CAR 19DRVR OR-Y 026 0700007 INJC01 F 1No 45 28 51.80 -122 29 17.65

(02) OR<25

NONE STOP02 0

S 00PRVTE 012N


OR<25

SER#INVESTUNLOC?

SPEED

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DRUGS

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(#LANES)

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 9

21PSNG 000 00000INJC02 M

SER#INVESTUNLOC?

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AGE

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PAGE: 1

1702571 N N STRGHT N S-1STOPN 03/18/2013 27,07CLRN NONESE JENNE RDY STRGHT01 0

NONE REAR NEMon 00DRYNOFCR/FLAG(NONE) PRVTE 000SWNESE MCKINLEY RD 503P

PDODAYN 0 PSNGR CAR 43NONEDRVR OR-Y 016,026 27,0700005 01 F 1No 45 28 33.14 -122 29 35.04

(02) OR<25

NONE STOP02 0

NE 00PRVTE 011SW


OR<25




PAGE: 1

SE Jenne Rd between SE McKinley Rd and SE Foster Rd


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015

2 1 3 0 2 0 3 0 0 1 0 0 0 2REAR-END2015 TOTAL 0 2 1 3 0 2 0 3 0 0 1 0 0 2

YEAR: 2013

1 0 1 0 0 1 0 1 0 0 1 0 0 1FIXED / OTHER OBJECT2013 TOTAL 0 1 0 1 0 0 1 0 1 0 0 1 0 1

YEAR: 2012

0 1 1 0 0 1 1 0 0 0 0 0 0 0REAR-END2012 TOTAL 0 0 1 1 0 0 1 1 0 0 0 0 0 0

YEAR: 2011


2011 TOTAL 0 1 2 3 0 1 1 1 2 0 0 2 0 1

FINAL TOTAL 0 4 4 8 0 3 3 5 3 0 1 3 0 4




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PAGE: 1

1603278 N N ALLEY N S-1STOPN 03/26/2015 07CLRN NONESE JENNE RD STRGHT01 0

NONE REAR NEThu 00DRYNUNKNOWN(NONE) UNKN 000SWNESE FOSTER RD 806P


(02) OR<25

NONE STOP02 0

NE 00PRVTE 011SW


OR<25

1713795 N N ALLEY Y ANGL-OTHN 12/19/2011 08CLRN NONESE JENNE RD TURN-L01 0

NONE TURN SEMon 00WETNUNKNOWN(NONE) PRVTE 019NENESE FOSTER RD 1008P

PDODARKN 0 PSNGR CAR 17NONEDRVR OR-Y 002 0800007 01 M 1No 45 28 27.09 -122 29 39.24

(02) OR<25

NONE TURN-R02 0

NE 00PRVTE 018SE


OR<25

1711438 N N STRGHT N S-1STOPN 10/25/2011 07UNKN NONE 013SE JENNE RDY STRGHT01 0

NONE REAR NETue 00UNKNNONE(NONE) PRVTE 000SWNESE FOSTER RD 3004P


(02) OR<25

NONE STOP02 0

NE 00PRVTE 011SW 013

UNKNOWN 00NONEDRVR UNK 000 0000001 F

UNK

UNKN STOP03 0

NE 00UNKN 022SW

UNKNOWN 00NONEDRVR UNK 000 0000001 U

UNK

1606810 N N STRGHT N S-1STOPN 06/18/2015 29,40UNKY NONESE JENNE RD STRGHT01 0

NO RPT REAR SWThu 00UNKNUNKNOWN(NONE) PRVTE 000NENESE FOSTER RD 605P

INJDAYN PSNGR CAR 82INJCDRVR OR-Y 026 29,4002608 01 M 1No 45 28 26.98 -122 29 39.31

(02) OR<25

UNKN STOP02 0

SW 00UNKN 011NE


UNK

1706710 N N STRGHT N S-1STOPN 06/25/2012 07RAINN NONESE JENNE RD STRGHT01 0

NONE REAR SWMon 00WETNNONE(NONE) PRVTE 000NENESE FOSTER RD 1503P


(02) OR<25

NONE STOP02 0

SW 00PRVTE 011NE


OR<25

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PAGE: 2

1700526 N N STRGHT Y FIX OBJY 01/16/2013 01CLRN NONE 124,030,062SE JENNE RD STRGHT01 0

NONE FIX SWWed 00ICENUNKNOWN(NONE) PRVTE 007NENESE FOSTER RD 200 124,030,0627P

INJDARKN 0 PSNGR CAR 37INJCDRVR OR-Y 047,080 0100008 01 M 1No 45 28 28.35 -122 29 38.36

(02) OR<25

1702482 N N STRGHT N S-1STOPN 03/09/2015 07CLRN NONESE JENNE RD STRGHT01 0

NONE REAR SWMon 00DRYNUNKNOWN(NONE) PRVTE 000NENESE FOSTER RD 2005P

INJDAYN PSNGR CAR 24NONEDRVR OR-Y 026 0700008 01 F 1No 45 28 28.22 -122 29 38.45

(02) OR<25

NONE STOP02 0

SW 00PRVTE 011NE

PSNGR CAR 18INJCDRVR OR-Y 000 0000001 M

OR<25

1701025 N N STRGHT Y FIX OBJN 01/30/2011 21CLRN NONE 079,062,010SE JENNE RD STRGHT01 0

NO RPT FIX NESun 21DRYNUNKNOWN(NONE) PRVTE 000SWSWSE MCKINLEY RD 200 079,062,0101A

INJDARKN 0 PSNGR CAR 26INJBDRVR OR-Y 017 1200008 01 M 1No 45 28 30.68 -122 29 36.75

(02) OR<25




PAGE: 1

SE Foster Rd & SE Jenne Rd


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015

0 1 1 0 1 0 1 0 1 0 0 0 0 0REAR-END2015 TOTAL 0 0 1 1 0 1 0 1 0 1 0 0 0 0

YEAR: 2014

1 1 2 0 2 0 1 1 2 0 2 0 0 1FIXED / OTHER OBJECT2014 TOTAL 0 1 1 2 0 2 0 1 1 2 0 2 0 1

YEAR: 2013

1 0 1 0 1 0 0 1 1 0 0 0 0 1TURNING MOVEMENTS2013 TOTAL 0 1 0 1 0 1 0 0 1 1 0 0 0 1

YEAR: 2012


2012 TOTAL 0 1 1 2 0 2 0 2 0 2 0 0 0 1

YEAR: 2011

2 0 2 0 2 0 2 0 2 0 0 0 0 2REAR-END2011 TOTAL 0 2 0 2 0 2 0 2 0 2 0 0 0 2

FINAL TOTAL 0 5 3 8 0 8 0 6 2 8 0 2 0 5




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PAGE: 1

1604412 N N INTER 3-LEG N S-1STOPN 04/29/2012 07CLRN NONESE FOSTER RD STRGHT01 0

NONE REAR SWSun 00DRYNSTOP SIGN PRVTE 000NENESE JENNE RD 012P

INJDAYN 0 PSNGR CAR 45NONEDRVR OR-Y 026 0700006 01 M 1No 45 28 26.19 -122 29 39.85

OR<25

NONE STOP02 0

SW 00PRVTE 012NE


OR<25

1608267 N N INTER 3-LEG N S-1TURNN 08/03/2012 06CLRN UNKNSE FOSTER RD TURN-R01 0

NO RPT TURN WFri 00DRYNTRF SIGNAL UNKN 031NENESE JENNE RD 07A

PDODAYN 0 UNKNOWN 00NONEDRVR UNK 034 0600006 01 U 1No 45 28 26.19 -122 29 39.85

UNK

NONE TURN-L02 0

E 00PRVTE 000NE


OR<25

NONE STOP03 0

E 00PRVTE 011W


OR<25

NONE STOP04 0

E 00UNKN 011W


UNK

NONE STOP05 0

E 00PRVTE 011W


OR>25


NONE REAR SWWed 00DRYNTRF SIGNAL PRVTE 000NENESE JENNE RD 05P


OR<25

NONE STOP02 0

SW 00PRVTE 011NE


OR-?

1608212 N N INTER 3-LEG Y FIX OBJN 08/10/2014 17CLRN NONE 053SE FOSTER RDN N STRGHT01 0

CITY FIX ESun 00DRYNTRF SIGNAL PRVTE 000WESE JENNE RD 0 0538P


OR<25

1606201 N N INTER 3-LEG Y FIX OBJY 06/19/2014 01CLRN NONE 043SE FOSTER RDN N STRGHT01 0

COUNTY FIX NEThu 00DRYNTRF SIGNAL PRVTE 000SWSWSE JENNE RD 0 0432A

PDODLITN 0 PSNGR CAR 18NONEDRVR OR-Y 047,081 0101705 01 M 1No 45 28 26.19 -122 29 39.85

OR<25

SER#INVESTUNLOC?

SPEED

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SEX

PAGE: 2


NONE REAR SEMon 00DRYNTRF SIGNAL PRVTE 000NWWSE JENNE RD 04P


OR<25

NONE STOP02 0

SE 00PRVTE 011NW


OR<25


NONE REAR ESat 00DRYNTRF SIGNAL PRVTE 000WWSE JENNE RD 02P


OR<25

NONE STOP02 0

E 00PRVTE 012W


OR<25

1606095 N N INTER 3-LEG N ANGL-OTHN 06/19/2013 02CLRN NONESE FOSTER RD TURN-L01 0

NO RPT TURN EWed 00DRYNTRF SIGNAL UNKN 000NECNSE JENNE RD 012A

INJDLITN 0 UNKNOWN 00NONEDRVR UNK 028 0200004 01 U 1No 45 28 26.19 -122 29 39.85

UNK

NONE STRGHT02 0

E 00PRVTE 000W

PSNGR CAR 31INJBDRVR OR-Y 000 0000001 M

OR<25




PAGE: 1

SE Foster Rd between SE Jenne Rd and SE 172nd Ave


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015

1 0 1 0 0 1 0 1 0 0 0 0 0 1SIDESWIPE - MEETING 1 2 3 0 2 1 1 2 0 0 0 0 0 2TURNING MOVEMENTS

2015 TOTAL 0 2 2 4 0 2 2 1 3 0 0 0 0 3

YEAR: 2014


YEAR: 2013

0 1 1 0 1 0 1 0 0 0 1 0 0 0NON-COLLISION 2 0 2 0 2 0 2 0 0 0 0 0 0 3REAR-END

2013 TOTAL 0 2 1 3 0 3 0 3 0 0 0 1 0 3

YEAR: 2012

1 0 1 0 0 1 0 1 0 0 1 0 0 1FIXED / OTHER OBJECT 2 0 2 0 2 0 2 0 0 0 0 0 0 3REAR-END

2012 TOTAL 0 3 0 3 0 2 1 2 1 0 0 1 0 4

YEAR: 2011

0 2 2 0 0 1 0 2 0 0 2 0 0 0FIXED / OTHER OBJECT 1 1 2 0 0 1 1 1 0 0 0 0 0 1TURNING MOVEMENTS

2011 TOTAL 0 1 3 4 0 0 2 1 3 0 0 2 0 1

FINAL TOTAL 0 8 7 15 0 8 5 8 7 0 0 4 0 11




SER#INVESTUNLOC?

SPEED

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MULTNOMAH COUNTY





AGE

SEX

PAGE: 1

01893 Y N CURVE Y FIX OBJY 2/22/2012 33,01RAINN NONE 100,010,088 NN STRGHT01 0SE FOSTER RD

COUNTY FIX SWed 100,010,088 00WETNNONE(NONE) PRVTE 000NNSE DAHLQUIST RD1,2953A

INJDARKN 0 PSNGR CAR 36DRVR OR-Y 051,047,080 33,0100001 INJC01 M 1No 45 28 15.55 -122 29 31.74

(02) OR<25

05125 Y N CURVE Y FIX OBJY 5/21/2011 33,01UNKN NONE 088 NN STRGHT01 0SE FOSTER RD

COUNTY FIX SSat 088 00UNKNUNKNOWN(NONE) PRVTE 000NNSE DAHLQUIST RD1,6829P

PDODARKN 0 PSNGR CAR 33DRVR OR-Y 051,047,080 33,0100002 NONE01 F 1No 45 28 18.47 -122 29 34.65

(02) OR<25

10964 N N STRGHT N S-1STOPN 10/14/2013 07CLRN NONE STRGHT01 0SE FOSTER RD

NO RPT REAR SMon 00DRYNNONE(NONE) PRVTE 000NNSE DAHLQUIST RD33P

INJDAYN PSNGR CAR 21DRVR OR-Y 026 0700003 INJC01 M 1No 45 28 8.81 -122 29 20.66

(02) OR<25

NONE STOP02 0

S 00PRVTE 011N


OR<25

02909 N N ALLEY N S-1STOPN 3/22/2012 07CLRN NONE 013 NN STRGHT01 0SE FOSTER RD

COUNTY REAR SEThu 00DRYNUNKNOWN(NONE) PRVTE 000NWSESE DAHLQUIST RD1105P


(02) OR<25

NONE STOP02 0

SE 013 00PRVTE 011NW


OR<25

NONE STOP03 0

SE 00PRVTE 012NW


OR<25

83027 N N STRGHT N S-1STOPN 8/13/2013 07CLRN NONE STRGHT01 0SE FOSTER RD

NONE REAR SETue 00DRYNUNKNOWN(NONE) PRVTE 000NWNWSE DAHLQUIST RD45P


(02) OR<25

NONE STOP02 0

SE 00PRVTE 011NW


OR>25

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SEX

PAGE: 1

1605406 N N ALLEY N ANGL-OTHN 05/27/2011 02RAINN NONESE FOSTER RD TURN-L01 0

NONE TURN EFri 00WETNUNKNOWN(NONE) PRVTE 018NESE JENNE RD 503P

INJDAYN 0 PSNGR CAR 18NONEDRVR OR-Y 028 0200006 01 F 1No 45 28 25.99 -122 29 39.20

(02) OR<25

NONE STRGHT02 0

W 00PRVTE 000E

PSNGR CAR 39INJBDRVR OR-Y 000 0000001 F

OR<25

1611656 N N ALLEY N ANGL-OTHN 10/07/2011 02UNKN UNKNSE FOSTER RD STRGHT01 0

NONE TURN WFri 00UNKNUNKNOWN(NONE) UNKN 000EESE JENNE RD 506A

PDODAWNN 0 UNKNOWN 00NONEDRVR OR-Y 000 0000006 01 M 1No 45 28 25.99 -122 29 39.20

(02) UNK

NONE TURN-L02 0

E 00UNKN 018N


OR<25

1680497 N N ALLEY N ANGL-OTHN 02/07/2015 02RAINN NONESE FOSTER RD TURN-L01 0

NONE TURN ESat 00WETNUNKNOWN(NONE) PRVTE 018NEESE JENNE RD 754P

PDODUSKN PSNGR CAR 72NONEDRVR OR-Y 028 0200007 01 M 1No 45 28 25.87 -122 29 38.83

(02) OR<25

NONE STRGHT02 0

E 00PRVTE 000W


OR<25

1604788 N N ALLEY N ANGL-OTHN 05/06/2015 02CLRN NONESE FOSTER RD TURN-L01 0

NO RPT TURN EWed 00DRYNUNKNOWN(NONE) PRVTE 018NEESE JENNE RD 7910P

INJDARKN PSNGR CAR 37INJBDRVR OR-Y 028 0200007 01 F 1No 45 28 25.80 -122 29 38.69

(02) OR<25

NONE STRGHT02 0

W 00PRVTE 000E


OR<25

1613716 N N STRGHT N O-STRGHTN 12/05/2015 05UNKN UNKNSE FOSTER RD STRGHT01 0

NO RPT SS-M WSat 00WETNUNKNOWN(NONE) UNKN 000EESE JENNE RD 30012A

INJDARKN UNKNOWN 00NONEDRVR UNK 044 0500007 01 U 1No 45 28 24.22 -122 29 36.65

(02) UNK

NONE STRGHT02 0

E 00PRVTE 000W


OR<25

1610682 N N STRGHT N S-1TURNN 09/25/2014 08CLRN NONESE FOSTER RDN N U-TURN01 0

CITY TURN WThu 00DRYNNONE(NONE) UNKN 000WESE JENNE RD 5007A

PDODAYN PSNGR CAR 00NONEDRVR UNK 008,028 08,0200007 01 M 1No 45 28 22.20 -122 29 35.90

(02) UNK

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PAGE: 2

NONE STRGHT02 0

E 00PRVTE 000W


OR<25

1609202 N N ALLEY N ANGL-OTHN 08/26/2015 02CLRN NONESE FOSTER RD TURN-L01 0

NONE TURN EWed 00DRYNUNKNOWN(NONE) PRVTE 018NEESE JENNE RD 835P


(02) OR<25

NONE STRGHT02 0

W 00PRVTE 000E


OR<25

1606524 N N CURVE Y OVERTURNY 06/29/2013 33,01CLRN NONESE FOSTER RD STRGHT01 0

CITY NCOL WSat 00DRYNNONE(NONE) PRVTE 000EESE JENNE RD 2105P

PDODAYN 0 PSNGR CAR 33NONEDRVR OR-Y 051,047,080 33,0100008 01 M 1No 45 28 24.90 -122 29 37.17

(02) OR>25

1603563 N N STRGHT N S-1STOPN 04/07/2012 07CLRN NONESE FOSTER RD STRGHT01 0

NONE REAR WSat 00DRYNUNKNOWN(NONE) PRVTE 000EESE JENNE RD 3005P

INJDAYN PSNGR CAR 53NONEDRVR OR-Y 026 0700008 01 M 1No 45 28 24.28 -122 29 36.69

(02) OR<25

NONE STOP02 0

W 00PRVTE 011E


OR<2516INJBPSNG 000 0000002 M

1611113 N N STRGHT Y FIX OBJN 10/17/2011 10FOGN NONE 062,061,088SE FOSTER RDN N STRGHT01 0

COUNTY FIX WMon 00WETNUNKNOWN(NONE) PRVTE 000EESE JENNE RD 700 062,061,0886A

PDODARKN 0 PSNGR CAR 51NONEDRVR OR-Y 080 1000008 01 F 1No 45 28 20.52 -122 29 35.34

(02) OR<25




PAGE: 1

SE Giese Rd & SE 190th Ave / SW Pleasant View Dr


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR:

TOTAL

FINAL TOTAL







PAGE: 1

SE 190th Dr from SE Giese Rd to SE Tillstrom Rd


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015

0 1 1 0 0 1 1 0 1 0 0 0 0 0ANGLE 0 1 1 0 1 0 1 0 1 0 0 0 0 0TURNING MOVEMENTS

2015 TOTAL 0 0 2 2 0 1 1 2 0 2 0 0 0 0

YEAR: 2014


YEAR: 2013


FINAL TOTAL 0 3 3 6 0 4 2 5 1 6 0 0 0 5




SER#INVESTUNLOC?

SPEED

ALC

DRUGS

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INT-TYP(MEDIAN)LEGS

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MOVEFROMTO P#

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LICNSRES


CITY OF GRESHAM, MULTNOMAH COUNTY





AGE

SEX

PAGE: 1

1605385 N N INTER 3-LEG N ANGL-OTHN 06/01/2013 03CLDN NONESE RICHEY RDN N STRGHT01 0

CITY TURN SSat 00WETNSTOP SIGN PRVTE 000NCNSE 190TH DR 010A


OR<25

NONE TURN-L02 0

N 00PRVTE 015W


OR<25

1602390 N N INTER 3-LEG N ANGL-OTHN 03/09/2014 03CLDN NONESE RICHEY RD STRGHT01 0

NONE TURN NSun 00DRYNSTOP SIGN PRVTE 000SCNSE 190TH DR 011A


OR<25

NONE TURN-L02 0

N 00PRVTE 015W


OR<25

1605393 N N INTER 3-LEG N ANGL-OTHN 05/29/2014 03CLRN NONESE RICHEY RD STRGHT01 0

NONE TURN SThu 00DRYNSTOP SIGN PRVTE 000NCNSE 190TH DR 04P


OR>25

NONE TURN-L02 0

N 00PRVTE 015W


OR<25


NONE TURN SFri 00DRYNSTOP SIGN PRVTE 000NCNSE 190TH DR 06P

INJDUSKN 0 PSNGR CAR 71NONEDRVR OR-Y 021 0300003 01 M 1No 45 28 2.73 -122 28 0.09

OR<25

NONE TURN-L02 0

N 00PRVTE 015W


OR<2527INJCPSNG 000 0000002 F

01NO<5PSNG 000 0000003 M

01NO<5PSNG 000 0000004 M

1710090 N N INTER 3-LEG N ANGL-OTHN 09/17/2015 02RAINN NONESE RICHEY RD STRGHT01 0

NONE ANGL SThu 00WETNSTOP SIGN PRVTE 000NCNSE 190TH DR 06P

PDODAYN 0 PSNGR CAR 00NONEDRVR UNK 028 0200003 01 F 1No 45 28 2.73 -122 28 0.09

UNK

NONE STRGHT02 0

E 00PRVTE 000W


OR<25

SER#INVESTUNLOC?

SPEED

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PRTCTYPE

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SEX

PAGE: 2


NONE TURN NTue 00DRYNSTOP SIGN PRVTE 015SCNSE 190TH DR 05P


OR<25

NONE TURN-L02 0

N 00PRVTE 015W


OR<25




PAGE: 1

SE Foster Rd & SE 172nd Ave


COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 11/07/2017

YEAR: 2015


2015 TOTAL 0 2 6 8 0 6 1 4 4 8 0 0 0 2

YEAR: 2014


2014 TOTAL 0 5 5 10 0 5 5 6 4 10 0 0 0 8

YEAR: 2013


2013 TOTAL 0 2 1 3 0 3 0 3 0 3 0 0 0 3

YEAR: 2012

1 0 1 0 1 0 1 0 1 0 1 0 0 3NON-COLLISION 5 0 5 0 4 1 5 0 5 0 0 0 0 8REAR-END 2 0 2 0 1 1 1 1 2 0 0 0 0 2TURNING MOVEMENTS

2012 TOTAL 0 8 0 8 0 6 2 7 1 8 0 1 0 13

YEAR: 2011


FINAL TOTAL 0 18 12 30 0 20 9 20 10 30 0 1 0 27




SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK




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INT-TYP(MEDIAN)LEGS

(#LANES)

INT-RELTRAF-CONTL

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WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJSVRTY

LICNSRES


MULTNOMAH COUNTY





AGE

SEX

PAGE: 1

03032 N N INTER 3-LEG N S-1STOPN 3/27/2014 07CLRN NONE 013 STRGHT01 0SE FOSTER RD

NO RPT REAR WThu 00WETNUNKNOWN PRVTE 000EESE 172ND AVE07A


OR<25

NONE STOP02 0

W 013 00PRVTE 011E


OR<25

NONE STOP03 0

W 00PRVTE 011E


OR<25

13373 N N INTER 3-LEG N S-1STOPN 12/11/2014 07CLRN NONE STRGHT01 0SE FOSTER RD

NONE REAR WThu 00WETNSTOP SIGN PRVTE 000EESE 172ND AVE04P


OR<25

NONE STOP02 0

W 00PRVTE 012E


OR<25


NONE REAR WTue 00DRYNSTOP SIGN PRVTE 000EESE 172ND AVE05P

INJDUSKN 0 PSNGR CAR 60DRVR OR-Y 026 0700006 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STOP02 0

W 00PRVTE 011E


N-RES

09PSNG 000 00000INJC02 F

04PSNG 000 00000INJC03 M

08297 N N INTER 3-LEG N S-1STOPN 8/3/2015 07CLRN NONE NN STRGHT01 0SE FOSTER RD

NONE REAR WMon 00DRYNSTOP SIGN PRVTE 000EESE 172ND AVE06A

PDODAWNN 0 PSNGR CAR 59DRVR OR-Y 026,043 0700006 NONE01 M 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STOP02 0

W 00PRVTE 012E


OR<25

09814 N N INTER CROSS N S-1STOPN 9/9/2012 07CLRN NONE 013 NN STRGHT01 0SE FOSTER RD

CITY REAR NWSun 00DRYNUNKNOWN PRVTE 000SESESE 172ND AVE01P

INJDAYN 0 PSNGR CAR 36DRVR OR-Y 026 0700006 INJB01 F 1No 45 28 0.41 -122 29 8.87

OR<25

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PRTCTYPE

INJSVRTY

LICNSRES


MULTNOMAH COUNTY





AGE

SEX

PAGE: 2

12PSNG 000 00000INJB02 F

NONE STOP02 0

NW 013 00PRVTE 011SE


OR>25

NONE STOP03 0

NW 00PRVTE 011SE


OR<25


COUNTY REAR NWThu 00DRYNUNKNOWN PRVTE 000SESESE 172ND AVE03P

INJDAYN 0 PSNGR CAR 22DRVR OR-Y 043,026 0700006 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

22PSNG 000 00000INJC02 F

NONE STOP02 0

NW 00PRVTE 012SE


OR<25


COUNTY REAR NWThu 00DRYNSTOP SIGN PRVTE 000SESESE 172ND AVE04P


OR>25

NONE STOP02 0

NW 013 00PRVTE 011SE

PSNGR CAR 77DRVR OTH-Y 000 00000INJC01 F

N-RES

NONE STOP03 0

NW 00PRVTE 022SE


OR>25

07655 N N INTER 3-LEG Y OVERTURNY 7/19/2012 01CLRN NONE NN TURN-L01 0SE FOSTER RD

COUNTY NCOL SThu 00DRYNUNKNOWN PRVTE 000ESSE 172ND AVE05P

INJDAYN 0 PSNGR CAR 28DRVR OR-Y 047,080 0100005 INJB01 F 1No 45 28 0.41 -122 29 8.87

OR<25

33PSNG 000 00000INJB02 M

12PSNG 000 00000INJB03 F

03072 N N INTER 3-LEG N S-1STOPN 3/28/2012 07CLDN NONE STRGHT01 0SE FOSTER RD

NONE REAR NWed 00WETNSTOP SIGN PRVTE 000SSSE 172ND AVE05P


OR<25

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INJSVRTY

LICNSRES


MULTNOMAH COUNTY





AGE

SEX

PAGE: 3

NONE STOP02 0

N 00PRVTE 011S


OR<25


NONE REAR NThu 00DRYNSTOP SIGN PRVTE 000SSSE 172ND AVE07A


OR>25

NONE STOP02 0

N 00PRVTE 012S

PSNGR CAR 00DRVR UNK 000 00000INJB01 M

OR<25


NONE REAR NWed 00DRYNSTOP SIGN PRVTE 000SSSE 172ND AVE012P

PDODAYN 0 PSNGR CAR 29DRVR OTH-Y 026 0700006 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STOP02 0

N 00PRVTE 012S


OR<25


NONE REAR NMon 00DRYNSTOP SIGN PRVTE 000SSSE 172ND AVE012P

PDODAYN 0 UNKNOWN 24DRVR OTH-Y 026 0700006 NONE01 M 1No 45 28 0.41 -122 29 8.87

UNK

NONE STOP02 0

N 00PRVTE 012S


OR<25

12567 N N INTER 3-LEG N S-1STOPN 11/21/2014 27RAINN NONE STRGHT01 0SE FOSTER RD

NONE REAR NFri 00WETNSTOP SIGN PRVTE 000SSSE 172ND AVE06P

PDODUSKN 0 PSNGR CAR 16DRVR OR-Y 026,016 2703806 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STOP02 0

N 00PRVTE 011S

PSNGR CAR 00DRVR UNK 000 00000NONE01 M

OR<25

01879 N N INTER 3-LEG N ANGL-OTHN 2/22/2011 02RAINN NONE TURN-L01 0SE FOSTER RD

NONE TURN WTue 00WETNSTOP SIGN PRVTE 000SCNSE 172ND AVE07P

INJDLITN 0 PSNGR CAR 48DRVR OR-Y 028 0200002 NONE01 M 1No 45 28 0.40 -122 29 8.85

OR<25

SER#INVESTUNLOC?

SPEED

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MOVEFROMTO P#

PRTCTYPE

INJSVRTY

LICNSRES


MULTNOMAH COUNTY





AGE

SEX

PAGE: 4

NONE STRGHT02 0

W 00PRVTE 000E


OR<25

09872 N N INTER 3-LEG N ANGL-OTHN 9/11/2015 02CLRN NONE TURN-L01 0SE FOSTER RD

NONE TURN WFri 00DRYNSTOP SIGN PRVTE 000SCNSE 172ND AVE06P


OR<25

NONE TURN-L02 0

S 00PRVTE 000E


OR<25

09062 N N INTER 3-LEG N O-1 L-TURNN 8/23/2012 02CLRN NONE NN TURN-L01 0SE FOSTER RD

CITY TURN SThu 00DRYNUNKNOWN PRVTE 000ECNSE 172ND AVE08A

INJDAYN 0 PSNGR CAR 43DRVR OR-Y 028,004 0200003 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STRGHT02 0

E 00UNKN 000W


OR<25

06461 N N INTER 3-LEG N O-1 L-TURNN 6/26/2014 02CLRN NONE 013 TURN-L01 0SE FOSTER RD

NONE TURN SThu 00DRYNSTOP SIGN PRVTE 000ECNSE 172ND AVE04P

INJDAYN 0 PSNGR CAR 31DRVR OTH-Y 004,028 0200003 NONE01 M 1No 45 28 0.41 -122 29 8.87

N-RES

NONE STRGHT02 0

E 013 00PRVTE 000W


OR<25

NONE STOP03 0

N 00PRVTE 022S


OR<25

04459 N N INTER 3-LEG N O-1 L-TURNN 4/28/2015 02CLRN NONE STRGHT01 0SE FOSTER RD

NONE TURN ETue 00DRYNSTOP SIGN PRVTE 000WCNSE 172ND AVE04P


OR<25

NONE TURN-L02 0

S 00PRVTE 000E

PSNGR CAR 47DRVR OR-Y 004,028 02000NONE01 M

OR<25

SER#INVESTUNLOC?

SPEED

ALC

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INT-TYP(MEDIAN)LEGS

(#LANES)

INT-RELTRAF-CONTL

OFF-RDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJSVRTY

LICNSRES


MULTNOMAH COUNTY





AGE

SEX

PAGE: 5

05906 N N INTER 3-LEG N O-1 L-TURNN 6/9/2015 02CLRN NONE STRGHT01 0SE FOSTER RD



OR<25

NONE TURN-L02 0

S 00PRVTE 000E

PSNGR CAR 52DRVR OR-Y 004,028 02000NONE01 F

OR<25

12512 N N INTER 3-LEG N O-1 L-TURNN 11/10/2015 02UNKN NONE STRGHT01 0SE FOSTER RD

NONE TURN ETue 00UNKNSTOP SIGN PRVTE 000WCNSE 172ND AVE05P

PDODUSKN 0 PSNGR CAR 43DRVR OR-Y 000 0000003 NONE01 M 1No 45 28 0.41 -122 29 8.87

OR<25

NONE TURN-L02 0

S 00PRVTE 000E

PSNGR CAR 00DRVR UNK 004,028 02000NONE01 F

OR<25

12983 N N INTER 3-LEG N O-1 L-TURNN 11/18/2015 02CLRN NONE 010,079 TURN-L01 0SE FOSTER RD

COUNTY TURN SWed 00DRYNSTOP SIGN PRVTE 000ECNSE 172ND AVE01P

PDODAYN 0 PSNGR CAR 74DRVR OR-Y 004,028 0200003 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STRGHT02 0

E 010,079 00PRVTE 000W


OR<25

03605 N N INTER 3-LEG N S-1STOPN 4/9/2012 07CLRN POLCE NN STRGHT01 0SE FOSTER RD

COUNTY REAR NMon 00DRYNSTOP SIGN PUBLC 000SCNSE 172ND AVE011A


OR>25

NONE STOP02 0

W 00PRVTE 013S


OR<25

03754 N N INTER 3-LEG N ANGL-OTHN 4/12/2012 32,02CLRN NONE NN STRGHT01 0SE FOSTER RD

CITY TURN EThu 00WETNSTOP SIGN PRVTE 000WCNSE 172ND AVE06A

INJDAWNN 0 PSNGR CAR 47DRVR OR-Y 000 0000004 INJC01 M 1No 45 28 0.41 -122 29 8.87

OR>25

NONE TURN-L02 0

W 00PRVTE 000S

PSNGR CAR 43DRVR UNK 052,028 32,02000NONE01 M

OR>25

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MULTNOMAH COUNTY





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PAGE: 6

10611 N N INTER 3-LEG N ANGL-OTHN 10/4/2013 02CLRN NONE NN STRGHT01 0SE FOSTER RD

COUNTY TURN EFri 00DRYNSTOP SIGN PRVTE 000WCNSE 172ND AVE04P

INJDAYN 0 PSNGR CAR 40DRVR OR-Y 000 0000004 INJB01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE TURN-L02 0

W 00PRVTE 015S


OR<25

11352 N N INTER 3-LEG N ANGL-OTHN 10/23/2013 02CLRN NONE STRGHT01 0SE FOSTER RD

NO RPT TURN EWed 00DRYNSTOP SIGN PRVTE 000WCNSE 172ND AVE02P

PDODAYN 0 PSNGR CAR 71DRVR OR-Y 000 0000004 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE TURN-L02 0

W 00PRVTE 015S


OR<25

04152 N N INTER 3-LEG N ANGL-OTHN 4/25/2014 02,32RAINN NONE NN TURN-L01 0SE FOSTER RD

COUNTY TURN WFri 00WETNSTOP SIGN PRVTE 015SCNSE 172ND AVE02P

INJDAYN 0 PSNGR CAR 77DRVR OR-Y 028,052 02,3200004 INJB01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE STRGHT02 0

E 00PRVTE 000W


OR<25

32PSNG 000 00000INJB02 F

81603 N N INTER 3-LEG N ANGL-OTHN 4/27/2014 02RAINN NONE STRGHT01 0SE FOSTER RD

NONE TURN ESun 00WETNSTOP SIGN PRVTE 000WCNSE 172ND AVE09P

PDODARKN 0 PSNGR CAR 48DRVR OR-Y 000 0000004 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE TURN-L02 0

W 00PRVTE 000S


OR<25



PDODLITN 0 UNKNOWN 18DRVR OR-Y 000 0000004 NONE01 F 1No 45 28 0.41 -122 29 8.87

OR<25

02PSNG 000 00000NO<502 F

NONE TURN-L02 0

W 00PRVTE 015S

PSNGR CAR 52DRVR OTH-Y 028 02000NONE01 F

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PAGE: 7


COUNTY TURN ETue 00DRYNSTOP SIGN PRVTE 000WCNSE 172ND AVE010P

INJDARKN 0 PSNGR CAR 23DRVR OR-Y 000 0000004 INJB01 F 1No 45 28 0.41 -122 29 8.87

OR<25

NONE TURN-L02 0

W 00PRVTE 015S


OR<25

12945 N N INTER 3-LEG N ANGL-OTHN 11/19/2015 02CLDN NONE NN STRGHT01 0SE FOSTER RD

COUNTY TURN EThu 00WETNSTOP SIGN PRVTE 000WCNSE 172ND AVE04P

INJDUSKN 0 PSNGR CAR 67DRVR OR-Y 000 0000004 INJC01 F 1No 45 28 0.41 -122 29 8.87

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W 00PRVTE 015S


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SE 182nd Ave / SW Highland Dr & W Powell Blvd


AGE

SEX

PAGE: 1

1401145 N N INTER CROSS N S-1STOPN 02/02/2012 07RAINN NONESW HIGHLAND DR STRGHT01 0

NONE REAR NWThu 00WETNTRF SIGNAL PRVTE 000SEEW POWELL BLVD 06P

INJDLITN 0 PSNGR CAR 36NONEDRVR OR-Y 026 0700006 01 F 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STOP02 0

NW 00UNKN 011SE


OR<25

1402773 N N INTER CROSS Y FIX OBJN 03/18/2012 10RAINN NONE 040SW HIGHLAND DRN N TURN-L01 0

CITY FIX SESun 00WETNTRF SIGNAL PRVTE 000NSEW POWELL BLVD 0 0402A

PDODLITN 0 PSNGR CAR 24NONEDRVR SUSP 080 1000005 01 M 1No 45 29 25.22 -122 28 31.97

OR<25


NONE REAR NWWed 00WETNTRF SIGNAL PRVTE 000SESEW POWELL BLVD 0UNK


OR<25

NONE STOP02 0

NW 00PRVTE 011SE


OR<2530INJCPSNG 000 0000002 M


NONE REAR NWSat 00WETNTRF SIGNAL UNKN 000SESEW POWELL BLVD 08P


OR<25

NONE STOP02 0

NW 00PRVTE 012SE


OR<25

1608784 N N INTER CROSS N O-1STOPN 08/21/2011 10CLRN NONESW HIGHLAND DR BACK01 0

NONE BACK SSun 00DRYNTRF SIGNAL PRVTE 000NSW POWELL BLVD 06P


OR<25

NONE STOP02 0

N 00PRVTE 011S


OR<25

1614914 N N INTER CROSS N S-1STOPN 12/30/2015 29CLRN NONESW HIGHLAND DR STRGHT01 0

NONE REAR NWed 00DRYNTRF SIGNAL PRVTE 000SSW POWELL BLVD 011A


OR<25

NONE STOP02 0

N 00PRVTE 012S


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PAGE: 2

1407968 N N INTER CROSS N S-1STOPY 07/25/2015 01RAINN NONE 013SW HIGHLAND DR STRGHT01 0

NONE REAR ESat 00WETNTRF SIGNAL PRVTE 000WWW POWELL BLVD 07P


OR<25

NONE STOP02 0

E 00PRVTE 011W 013


OR<25

NONE STOP03 0

E 00PRVTE 022W

PSNGR CAR 22NONEDRVR UNK 000 0000001 M

OR<25

1407157 N N INTER CROSS N BIKEN 07/13/2011 02,12CLRN NONESW HIGHLAND DRN N TURN-R01 0

CITY TURN SEWed 00DRYNTRF SIGNAL PRVTE 000WNWW POWELL BLVD 09A


OR<2515INJCBIKE 044 12042STRGHT 01 M 01

NS

1413470 N N INTER CROSS N S-1STOPN 12/12/2014 07CLRN NONE 013SW HIGHLAND DR STRGHT01 0

NONE REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWNWW POWELL BLVD 03P

INJDAYN 0 PSNGR CAR 00NONEDRVR UNK 026 0700006 01 F 1No 45 29 25.22 -122 28 31.97

UNK

NONE STOP02 0

SE 00PRVTE 011NW 013


OR<25

NONE STOP03 0

SE 00PRVTE 022NW


OR<2503NO<5PSNG 000 0000002 M

1608905 N N INTER CROSS N ANGL-OTHN 08/18/2012 02CLRN NONESW HIGHLAND DR STRGHT01 0

NONE ANGL WSat 00DRYNTRF SIGNAL PRVTE 000ECNW POWELL BLVD 01P

PDODAYN 0 PSNGR CAR 00NONEDRVR UNK 028 0200001 01 F 1No 45 29 25.22 -122 28 31.97

UNK

NONE STRGHT02 0

S 00PRVTE 000N


OR<25

1403219 N N INTER CROSS N O-1 L-TURNN 03/29/2015 02CLRN NONESW HIGHLAND DR TURN-L01 0

NONE TURN WSun 00DRYNTRF SIGNAL PRVTE 000SCNW POWELL BLVD 05P

INJDAYN 0 PSNGR CAR 16NONEDRVR OR-Y 004,028 0200001 01 M 1No 45 29 25.22 -122 28 31.97

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PAGE: 3

NONE STRGHT02 0

S 00PRVTE 000N


OR<25

1400807 N N INTER CROSS N O-1 L-TURNN 01/22/2013 02UNKN UNKNSW HIGHLAND DRN N STRGHT01 0

CITY TURN ETue 00UNKNTRF SIGNAL UNKN 000WCNW POWELL BLVD 05P

PDODLITN 0 UNKNOWN 00NONEDRVR UNK 000 0200003 01 U 1No 45 29 25.22 -122 28 31.97

UNK

NONE TURN-L02 0

S 00PRVTE 000E


OR>25

1412145 N N INTER CROSS N S-1STOPN 11/03/2015 29UNKN UNKNW POWELL BLVD STRGHT01 0

NONE REAR UNTue 00UNKNTRF SIGNAL UNKN 000UNUN182ND AVE 0UNK

INJUNKN 0 UNKNOWN 00NONEDRVR UNK 026 2900006 01 M 1No 45 29 25.22 -122 28 31.97

UNK

NONE STOP02 0

UN 00UNKN 011UN


OR<25

1411929 N N INTER CROSS N S-STRGHTN 11/05/2013 13CLDN NONEW POWELL BLVD STRGHT01 0

CITY SS-O STue 00WETNNONE UNKN 000NN182ND AVE 02P

PDODAYN 0 PSNGR CAR 00NONEDRVR UNK 000 0000006 01 U 1No 45 29 25.22 -122 28 31.97

UNK

NONE STRGHT02 0

S 00PRVTE 000N


OR<2504NO<5PSNG 000 0000002 F

1412850 N N INTER CROSS N S-1STOPN 11/26/2013 07CLRN NONEW POWELL BLVD STRGHT01 0

NONE REAR STue 00DRYNTRF SIGNAL PRVTE 000NN182ND AVE 05P

PDODUSKN 0 PSNGR CAR 00NONEDRVR OR-Y 026 0700006 01 F 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STOP02 0

S 00PRVTE 011N


OR<25

1401714 Y N INTER CROSS N S-1STOPN 02/19/2014 33,07CLDN NONEW POWELL BLVDN N STRGHT01 0

CITY REAR SWed 00DRYNTRF SIGNAL PRVTE 000NN182ND AVE 012A

INJDLITN 0 PSNGR CAR 45NONEDRVR OR-Y 051,026 33,0700006 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STOP02 0

S 00PRVTE 011N


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PAGE: 4

1403048 Y N INTER CROSS N O-1STOPY 03/22/2015 05,01CLRN NONEW POWELL BLVDN N STRGHT01 0

CITY SS-M NSun 00DRYNTRF SIGNAL PRVTE 000SN182ND AVE 01A

INJDLITN 0 PSNGR CAR 32NONEDRVR OR-Y 044,047 05,0100006 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STOP02 0

S 00PRVTE 012N


OR<25


NONE REAR SWed 00DRYNTRF SIGNAL PRVTE 000NN182ND AVE 05P


OR<25

NONE STOP02 0

S 00PRVTE 011N


OR<25

1406946 N N INTER CROSS N ANGL-STPN 06/30/2015 08CLRN NONEW POWELL BLVD TURN-L01 0

NO RPT TURN NTue 00DRYNTRF SIGNAL PRVTE 000NWN182ND AVE 09A


OR<25

NONE STOP02 0

S 00PRVTE 012N


OR<25


NONE REAR NSun 00WETNTRF SIGNAL PRVTE 000SE182ND AVE 09A


OR<25

NONE STOP02 0

N 00PRVTE 011S


OR<25

1407282 N N INTER UNKNOWN Y FIX OBJY 07/17/2014 01CLRN NONE 062W POWELL BLVD STRGHT01 0

NONE FIX NThu 00DRYNTRF SIGNAL PRVTE 000SE182ND AVE 0 0621A

INJDLITN 0 PSNGR CAR 21INJBDRVR OR-Y 047 0101706 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

1408718 N N INTER CROSS N PEDN 08/13/2015 02CLRN NONEW POWELL BLVDN N TURN-R01 0

CITY PED NWThu 00DRYNTRF SIGNAL PRVTE 016EE182ND AVE 03P

INJDAYN 0 PSNGR CAR 48NONEDRVR NONE 029 0200006 01 F 1No 45 29 25.22 -122 28 31.97

OR<2526INJBPED 000 00035STRGHT 01 F 01

SENW

1411635 N N INTER CROSS Y FIX OBJY 10/22/2012 01,08RAINN NONE 040,079W POWELL BLVDN N TURN-L01 0

CITY FIX SEMon 00WETNTRF SIGNAL UNKN 000NSE182ND AVE 0 040,07910P

PDODLITN 0 PSNGR CAR 18NONEDRVR OR-Y 047,001,080 01,0800005 01 F 1No 45 29 25.22 -122 28 31.97

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PAGE: 5


NONE REAR NWSun 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 011A


OR<25

NONE STOP02 0

NW 00PRVTE 011SE


OR<2555INJCPSNG 000 0000002 F


NONE REAR NWThu 00WETNTRF SIGNAL PRVTE 000SESE182ND AVE 07P


OR<25

NONE STOP02 0

NW 00PRVTE 011SE


OR<25

1411869 N N INTER CROSS Y FIX OBJY 11/05/2011 01CLRN NONE 050W POWELL BLVDN N STRGHT01 0

CITY FIX NWSat 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 0 05011A


OR<25

1411519 N N INTER CROSS Y FIX OBJY 10/20/2012 01CLDN NONE 040,058,010W POWELL BLVDN N TURN-L01 0

CITY FIX SESat 00WETNTRF SIGNAL PRVTE 000NSE182ND AVE 0 040,058,01010P

PDODLITN 0 PSNGR CAR 39NONEDRVR OR-Y 047,080 0101706 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

1405941 N N INTER CROSS N S-1STOPN 06/14/2013 07CLRN NONE 004W POWELL BLVD STRGHT01 0

NONE REAR NWFri 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 08A


OR<25

NONE STOP02 0

NW 00PRVTE 011SE 004


OR<25

1407502 N N INTER CROSS N S-1STOPN 07/24/2013 07CLRN UNKNW POWELL BLVD STRGHT01 0

NONE REAR NWWed 00DRYNTRF SIGNAL UNKN 000SESE182ND AVE 08A

INJDAYN 0 UNKNOWN 00NONEDRVR UNK 026 0700006 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STOP02 0

NW 00PRVTE 011SE


OR<25


NONE REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWSE182ND AVE 09A


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UNKN STOP02 0



UNK


NONE REAR NWWed 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 05P


OR<25

NONE STOP02 0

NW 00PRVTE 011SE


OR<25


NONE REAR NWThu 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 02P


OR<25

NONE STOP02 0



OR<25

NONE STOP03 0

NW 00UNKN 011SE

PSNGR CAR 00NONEDRVR UNK 000 0000001 M

UNK

1407541 N N INTER CROSS N S-1STOPN 07/26/2014 07CLRN NONEW POWELL BLVDN N STRGHT01 0

CITY REAR NWSat 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 03P


OR<2502NO<5PSNG 000 0000002 F

NONE STOP02 0

NW 00PRVTE 011SE


OR<2503NO<5PSNG 000 0000002 F


NO RPT REAR NWThu 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 05P


OR<25

NONE STOP02 0

NW 00PUBLC 011SE

OTH BUS 34INJCDRVR OR-Y 000 0000001 F

OR<25

1410338 N N INTER CROSS N S-1STOPN 09/23/2015 07,27CLRN NONE 010W POWELL BLVDN N STRGHT01 0

CITY REAR NWWed 00DRYNTRF SIGNAL PRVTE 000SESE182ND AVE 07A

INJDAYN 0 PSNGR CAR 54NONEDRVR OR-Y 026,043,016 07,2703806 01 F 1No 45 29 25.22 -122 28 31.97

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PAGE: 7

NONE STOP02 0


MTRCYCLE 58INJADRVR OR-Y 000 0000001 M

OR<25

1413463 N N INTER CROSS N S-1STOPN 12/12/2011 07UNKN NONEW POWELL BLVD STRGHT01 0

NONE REAR NMon 00DRYNTRF SIGNAL UNKN 000SS182ND AVE 07A

INJDAWNN 0 PSNGR CAR 00NONEDRVR OR-Y 026 0700006 01 M 1No 45 29 25.26 -122 28 31.97

OR<25

NONE STOP02 0

N 00PRVTE 011S


OR<25


NONE REAR NSun 00DRYNTRF SIGNAL PRVTE 000SS182ND AVE 09A


OR<25

NONE STOP02 0

N 00PRVTE 011S

PSNGR CAR 66NONEDRVR OTH-Y 000 0000001 F

N-RES

1405552 N N INTER CROSS N ANGL-STPN 05/23/2014 12CLRN NONE 011W POWELL BLVD STRGHT01 0

NONE TURN SEFri 00DRYNTRF SIGNAL GOVMT 021NWS182ND AVE 05P

PDODAYN 0 PSNGR CAR06 1No 45 29 25.22 -122 28 31.97

NONE STOP02 0

N 00UNKN 011S 011


UNK

1404879 N N INTER CROSS Y FIX OBJN 05/17/2013 32RAINN NONE 124,045W POWELL BLVD STRGHT01 0

CITY FIX NWFri 00WETNTRF SIGNAL PRVTE 000SENW182ND AVE 0 124,04510P

PDODLITN 0 PSNGR CAR 18NONEDRVR N-VAL 052,080 3201705 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

1403329 N N INTER CROSS N S-1STOPN 04/02/2011 07RAINN NONE 013W POWELL BLVDN N STRGHT01 0

CITY REAR SESat 00WETNTRF SIGNAL PRVTE 000NWNW182ND AVE 012P

INJDAYN 0 PSNGR CAR 20INJBDRVR OR-Y 043,026 0700006 01 M 1No 45 29 25.26 -122 28 31.97

OR<25

NONE STOP02 0



OR<2502NO<5PSNG 000 0000002 M

01NO<5PSNG 000 0000003 M

NONE STOP03 0

SE 00PRVTE 011NW


OR<2512INJCPSNG 000 0000002 F

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PAGE: 8

1404966 N N INTER CROSS N S-1STOPN 05/17/2011 07CLDN NONEW POWELL BLVDN N STRGHT01 0

CITY REAR SETue 00DRYNTRF SIGNAL PRVTE 000NWNW182ND AVE 05P


OR<25

NONE STOP02 0

SE 00PRVTE 011NW


OR<2513INJCPSNG 000 0000002 M

1408877 Y N INTER CROSS N S-1STOPN 08/26/2011 07CLRN NONE 013W POWELL BLVD STRGHT01 0

NO RPT REAR SEFri 00DRYNTRF SIGNAL PRVTE 000NWNW182ND AVE 08P

INJDUSKN 0 PSNGR CAR 46NONEDRVR OR-Y 026 0700006 01 M 1No 45 29 25.26 -122 28 31.97

OR<25

NONE STOP02 0



OR<25

NONE STOP03 0



OR<25

NONE STOP04 0

SE 00PRVTE 011NW


OR<2511INJCPSNG 000 0000002 M

04INJCPSNG 000 0000003 M


NONE REAR SETue 00DRYNTRF SIGNAL PRVTE 000NWNW182ND AVE 06P

INJDAYN 0 PSNGR CAR 65NONEDRVR OTH-Y 026 0700006 01 F 1No 45 29 25.22 -122 28 31.97

N-RES

NONE STOP02 0

SE 00PRVTE 011NW


OR<2533INJCPSNG 000 0000002 F


NONE REAR SETue 00DRYNTRF SIGNAL PRVTE 000NWNW182ND AVE 05P

PDODUSKN 0 PSNGR CAR 43NONEDRVR OTH-Y 026 0700006 01 M 1No 45 29 25.22 -122 28 31.97

N-RES

NONE STOP02 0

SE 00PRVTE 011NW


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PAGE: 9


NO RPT REAR ETue 00DRYNNONE PRVTE 000WNW182ND AVE 02P


OR<25

NONE STOP02 0

E 00PRVTE 011W

OTH BUS 38NONEDRVR OR-Y 000 0000001 F

OR<25


NONE REAR SEMon 00DRYNTRF SIGNAL PRVTE 000NWNW182ND AVE 05P

INJDAYN 0 PSNGR CAR 00NONEDRVR UNK 026 0700006 01 U 1No 45 29 25.22 -122 28 31.97

UNK

NONE STOP02 0

SE 00PRVTE 011NW


OR<2514INJCPSNG 000 0000002 M

1404969 N N INTER CROSS N S-1STOPN 05/12/2015 29RAINN NONEW POWELL BLVD STRGHT01 0

NONE REAR SETue 00WETNTRF SIGNAL PRVTE 000NWNW182ND AVE 010A


OR<25

NONE STOP02 0

SE 00PRVTE 011NW


OR<25

1405593 N N INTER CROSS N S-1STOPN 06/01/2015 29RAINN NONE 013W POWELL BLVD STRGHT01 0

NONE REAR SEMon 00WETNTRF SIGNAL PRVTE 000NWNW182ND AVE 07A


OR<25

NONE STOP02 0



UNK

NONE STOP03 0

SE 00PRVTE 022NW


UNK


NONE REAR ETue 00DRYNTRF SIGNAL PRVTE 000WNW182ND AVE 07P

PDODLITN 0 PSNGR CAR 24NONEDRVR OR-Y 026 2900006 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STOP02 0

E 00PRVTE 011W 006


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PAGE: 10

1412386 N N INTER CROSS N ANGL-OTHN 11/06/2012 04CLRN NONEW POWELL BLVD STRGHT01 0

CITY ANGL NTue 00DRYNTRF SIGNAL PRVTE 000SCN182ND AVE 05A


OR<25

NONE STRGHT02 0

W 00PRVTE 000E


OR<25

1413595 N N INTER CROSS N ANGL-OTHN 12/03/2015 04,27RAINN NONE 013W POWELL BLVD STRGHT01 0

NONE ANGL WThu 00WETNTRF SIGNAL PRVTE 000ECN182ND AVE 0 0137A

INJDAWNN 0 PSNGR CAR 40NONEDRVR OR-Y 020,016 04,2703802 01 F 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

NONE STRGHT03 0

N 00PRVTE 022S


OR<25

1400183 N N INTER CROSS N S-1STOPN 01/06/2011 27,07CLRN NONE 013W POWELL BLVDN N STRGHT01 0

CITY REAR SThu 00DRYNTRF SIGNAL PRVTE 000NCN182ND AVE 05P

INJDLITN 0 PSNGR CAR 48NONEDRVR OR-Y 016,026 07,2700003 01 F 1No 45 29 25.19 -122 28 31.97

OR<25

NONE STOP02 0

S 00PRVTE 011N 013


OR<25

NONE STOP03 0

S 00PRVTE 022N 013

PSNGR CAR 35INJCDRVR OTH-Y 000 0000001 F

N-RES14INJCPSNG 000 0000002 F

08INJCPSNG 000 0000003 M

14INJCPSNG 000 0000004 M

NONE STOP04 0

S 00PRVTE 011N


OR<25

1410896 N N INTER CROSS N ANGL-OTHN 10/11/2013 02CLDN NONEW POWELL BLVDN N STRGHT01 0

CITY ANGL SFri 00DRYNSTOP SIGN PRVTE 000NCN182ND AVE 02P

PDODAYN 0 PSNGR CAR 35NONEDRVR SUSP 028 0200003 01 M 1No 45 29 25.22 -122 28 31.97

N-RES

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK


FCDISTNC


RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)LEGS

(#LANES)

INT-RELTRAF-CONTL

OFF-RDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJSVRTY

LICNSRES







AGE

SEX

PAGE: 11

NONE STRGHT02 0

SE 00PRVTE 000NW


OR<25

1408016 N N INTER CROSS N O-1 L-TURNN 07/27/2015 02CLRN NONEW POWELL BLVD STRGHT01 0

NO RPT TURN SEMon 00DRYNTRF SIGNAL PRVTE 000NWCN182ND AVE 011P


OR<25

NONE TURN-L02 0

S 00PRVTE 000SE

PSNGR CAR 29INJCDRVR OR-Y 028,004 0200001 M

OR<25

1409708 N N INTER CROSS N ANGL-OTHN 09/08/2015 04CLRN NONEW POWELL BLVDN N STRGHT01 0

CITY ANGL SETue 00DRYNTRF SIGNAL PRVTE 000NWCN182ND AVE 07P

PDODAYN 0 PSNGR CAR 88NONEDRVR OTH-Y 020 0400003 01 F 1No 45 29 25.22 -122 28 31.97

N-RES

NONE STRGHT02 0

S 00PRVTE 000N


OR<25

1407637 N N INTER CROSS N ANGL-OTHN 07/26/2011 04CLRN NONEW POWELL BLVDN N STRGHT01 0

CITY ANGL SETue 00DRYNSTOP SIGN PRVTE 000NWCN182ND AVE 05P

INJDAYN 0 PSNGR CAR 46INJBDRVR OR-Y 020 0402604 01 F 1No 45 29 25.26 -122 28 31.97

OR<2514INJBPSNG 000 0000002 F

NONE STRGHT02 0

N 00PRVTE 000S


OR<25

1406058 N N INTER CROSS N ANGL-OTHN 06/08/2012 02RAINN NONEW POWELL BLVDN N STRGHT01 0

CITY ANGL NFri 00WETNTRF SIGNAL PRVTE 000SCN182ND AVE 010P

INJDARKN 0 PSNGR CAR 31NONEDRVR OR-Y 028 0200004 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STRGHT02 0

SE 00PRVTE 000NW


OR>25

1411230 N N INTER CROSS N ANGL-OTHN 10/19/2013 32,04CLRN NONEW POWELL BLVDN N STRGHT01 0

CITY ANGL NSat 00DRYNTRF SIGNAL PRVTE 000SCN182ND AVE 010A

INJDAYN 0 PSNGR CAR 21NONEDRVR OR-Y 052 32,0400004 01 M 1No 45 29 25.22 -122 28 31.97

OR<25

NONE STRGHT02 0

SE 00PRVTE 000NW

PSNGR CAR 23NONEDRVR OTH-Y 000 0000001 M

N-RES21INJCPSNG 000 0000002 F

SER#INVESTUNLOC?

SPEED

ALC

DRUGS

SCHL

WORK


FCDISTNC


RD CHARDIRECTLOCTN

INT-TYP(MEDIAN)LEGS

(#LANES)

INT-RELTRAF-CONTL

OFF-RDRNDBTDRVWY

WTHRSURFLIGHT



MOVEFROMTO P#

PRTCTYPE

INJSVRTY

LICNSRES







AGE

SEX

PAGE: 12

01NO<5PSNG 000 0000003 M

LONG DESCRIPTIONSHORT

DESCRIPTION

ACTION

CODE

ACTION CODE TRANSLATION LIST

NONE000 NO ACTION OR NON-WARRANTED

SKIDDED001 SKIDDED

ON/OFF V002 GETTING ON OR OFF STOPPED OR PARKED VEHICLE

LOAD OVR003 OVERHANGING LOAD STRUCK ANOTHER VEHICLE, ETC.

SLOW DN006 SLOWED DOWN

AVOIDING007 AVOIDING MANEUVER

PAR PARK008 PARALLEL PARKING

ANG PARK009 ANGLE PARKING

INTERFERE010 PASSENGER INTERFERING WITH DRIVER

STOPPED011 STOPPED IN TRAFFIC NOT WAITING TO MAKE A LEFT TURN

STP/L TRN012 STOPPED BECAUSE OF LEFT TURN SIGNAL OR WAITING, ETC.

STP TURN013 STOPPED WHILE EXECUTING A TURN

EMR V PKD014 EMERGENCY VEHICLE LEGALLY PARKED IN THE ROADWAY

GO A/STOP015 PROCEED AFTER STOPPING FOR A STOP SIGN/FLASHING RED.

TRN A/RED016 TURNED ON RED AFTER STOPPING

LOSTCTRL017 LOST CONTROL OF VEHICLE

EXIT DWY018 ENTERING STREET OR HIGHWAY FROM ALLEY OR DRIVEWAY

ENTR DWY019 ENTERING ALLEY OR DRIVEWAY FROM STREET OR HIGHWAY

STR ENTR020 BEFORE ENTERING ROADWAY, STRUCK PEDESTRIAN, ETC. ON SIDEWALK OR SHOULDER

NO DRVR021 CAR RAN AWAY - NO DRIVER

PREV COL022 STRUCK, OR WAS STRUCK BY, VEHICLE OR PEDESTRIAN IN PRIOR COLLISION BEFORE ACC. STABILIZED

STALLED023 VEHICLE STALLED OR DISABLED

DRVR DEAD024 DEAD BY UNASSOCIATED CAUSE

FATIGUE025 FATIGUED, SLEEPY, ASLEEP

SUN026 DRIVER BLINDED BY SUN

HDLGHTS027 DRIVER BLINDED BY HEADLIGHTS

ILLNESS028 PHYSICALLY ILL

THRU MED029 VEHICLE CROSSED, PLUNGED OVER, OR THROUGH MEDIAN BARRIER

PURSUIT030 PURSUING OR ATTEMPTING TO STOP A VEHICLE

PASSING031 PASSING SITUATION

PRKOFFRD032 VEHICLE PARKED BEYOND CURB OR SHOULDER

CROS MED033 VEHICLE CROSSED EARTH OR GRASS MEDIAN

X N/SGNL034 CROSSING AT INTERSECTION - NO TRAFFIC SIGNAL PRESENT

X W/ SGNL035 CROSSING AT INTERSECTION - TRAFFIC SIGNAL PRESENT

DIAGONAL036 CROSSING AT INTERSECTION - DIAGONALLY

BTWN INT037 CROSSING BETWEEN INTERSECTIONS

DISTRACT038 DRIVER'S ATTENTION DISTRACTED

W/TRAF-S039 WALKING, RUNNING, RIDING, ETC., ON SHOULDER WITH TRAFFIC

A/TRAF-S040 WALKING, RUNNING, RIDING, ETC., ON SHOULDER FACING TRAFFIC

W/TRAF-P041 WALKING, RUNNING, RIDING, ETC., ON PAVEMENT WITH TRAFFIC

A/TRAF-P042 WALKING, RUNNING, RIDING, ETC., ON PAVEMENT FACING TRAFFIC

PLAYINRD043 PLAYING IN STREET OR ROAD

PUSH MV044 PUSHING OR WORKING ON VEHICLE IN ROAD OR ON SHOULDER

WORK ON045 WORKING IN ROADWAY OR ALONG SHOULDER

W/ TRAFIC046 NON-MOTORIST WALKING, RUNNING, RIDING, ETC. WITH TRAFFIC

A/ TRAFIC047 NON-MOTORIST WALKING, RUNNING, RIDING, ETC. FACING TRAFFIC

LAY ON RD050 STANDING OR LYING IN ROADWAY

ENT OFFRD051 ENTERING / STARTING IN TRAFFIC LANE FROM OFF ROAD

MERGING052 MERGING

SPRAY055 BLINDED BY WATER SPRAY


DESCRIPTION

ACTION

CODE

ACTION CODE TRANSLATION LIST

OTHER088 OTHER ACTION

UNK099 UNKNOWN ACTION

CAUSE CODE TRANSLATION LIST


DESCRIPTION

CAUSE

CODE

NO CODE00 NO CAUSE ASSOCIATED AT THIS LEVEL

TOO-FAST01 TOO FAST FOR CONDITIONS (NOT EXCEED POSTED SPEED)

NO-YIELD02 DID NOT YIELD RIGHT-OF-WAY

PAS-STOP03 PASSED STOP SIGN OR RED FLASHER

DIS SIG04 DISREGARDED TRAFFIC SIGNAL

LEFT-CTR05 DROVE LEFT OF CENTER ON TWO-WAY ROAD; STRADDLING

IMP-OVER06 IMPROPER OVERTAKING

TOO-CLOS07 FOLLOWED TOO CLOSELY

IMP-TURN08 MADE IMPROPER TURN

DRINKING09 ALCOHOL OR DRUG INVOLVED

OTHR-IMP10 OTHER IMPROPER DRIVING

MECH-DEF11 MECHANICAL DEFECT

OTHER12 OTHER (NOT IMPROPER DRIVING)

IMP LN C13 IMPROPER CHANGE OF TRAFFIC LANES

DIS TCD14 DISREGARDED OTHER TRAFFIC CONTROL DEVICE

WRNG WAY15 WRONG WAY ON ONE-WAY ROAD; WRONG SIDE DIVIDED ROAD

FATIGUE16 DRIVER DROWSY/FATIGUED/SLEEPY

ILLNESS17 PHYSICAL ILLNESS

IN RDWY18 NON-MOTORIST ILLEGALLY IN ROADWAY

NT VISBL19 NON-MOTORIST NOT VISIBLE; NON-REFLECTIVE CLOTHING

IMP PKNG20 VEHICLE IMPROPERLY PARKED

DEF STER21 DEFECTIVE STEERING MECHANISM

DEF BRKE22 INADEQUATE OR NO BRAKES

LOADSHFT24 VEHICLE LOST LOAD OR LOAD SHIFTED

TIREFAIL25 TIRE FAILURE

PHANTOM26 PHANTOM / NON-CONTACT VEHICLE

INATTENT27 INATTENTION

NM INATT28 NON-MOTORIST INATTENTION

F AVOID29 FAILED TO AVOID VEHICLE AHEAD

SPEED30 DRIVING IN EXCESS OF POSTED SPEED

RACING31 SPEED RACING (PER PAR)

CARELESS32 CARELESS DRIVING (PER PAR)

RECKLESS33 RECKLESS DRIVING (PER PAR)

AGGRESV34 AGGRESSIVE DRIVING (PER PAR)

RD RAGE35 ROAD RAGE (PER PAR)

VIEW OBS40 VIEW OBSCURED

USED MDN50 IMPROPER USE OF MEDIAN OR SHOULDER

FAIL LN51 FAILED TO MAINTAIN LANE

OFF RD52 RAN OFF ROAD

COLLISION TYPE CODE TRANSLATION LIST


DESCRIPTION

COLL

CODE

& OTH MISCELLANEOUS

- BACK BACKING

0 PED PEDESTRIAN

1 ANGL ANGLE

2 HEAD HEAD-ON

3 REAR REAR-END

4 SS-M SIDESWIPE - MEETING

5 SS-O SIDESWIPE - OVERTAKING

6 TURN TURNING MOVEMENT

7 PARK PARKING MANEUVER

8 NCOL NON-COLLISION

9 FIX FIXED OBJECT OR OTHER OBJECT

CRASH TYPE CODE TRANSLATION LIST

LONG DESCRIPTION

SHORT

DESCRIPTION

CRASH

TYPE

& OVERTURN OVERTURNED

0 NON-COLL OTHER NON-COLLISION

1 OTH RDWY MOTOR VEHICLE ON OTHER ROADWAY

2 PRKD MV PARKED MOTOR VEHICLE

3 PED PEDESTRIAN

4 TRAIN RAILWAY TRAIN

6 BIKE PEDALCYCLIST

7 ANIMAL ANIMAL

8 FIX OBJ FIXED OBJECT

9 OTH OBJ OTHER OBJECT

A ANGL-STP ENTERING AT ANGLE - ONE VEHICLE STOPPED

B ANGL-OTH ENTERING AT ANGLE - ALL OTHERS

C S-STRGHT FROM SAME DIRECTION - BOTH GOING STRAIGHT

D S-1TURN FROM SAME DIRECTION - ONE TURN, ONE STRAIGHT

E S-1STOP FROM SAME DIRECTION - ONE STOPPED

F S-OTHER FROM SAME DIRECTION-ALL OTHERS, INCLUDING PARKING

G O-STRGHT FROM OPPOSITE DIRECTION - BOTH GOING STRAIGHT

H O-1 L-TURN FROM OPPOSITE DIRECTION-ONE LEFT TURN,ONE STRAIGHT

I O-1STOP FROM OPPOSITE DIRECTION - ONE STOPPED

J O-OTHER FROM OPPOSITE DIRECTION-ALL OTHERS INCL. PARKING

DRIVER LICENSE CODE TRANSLATION LIST


DESC

LIC

CODE

0 NONE NOT LICENSED (HAD NEVER BEEN LICENSED)1 OR-Y VALID OREGON LICENSE2 OTH-Y VALID LICENSE, OTHER STATE OR COUNTRY3 SUSP SUSPENDED/REVOKED

DRIVER RESIDENCE CODE TRANSLATION LIST


DESC

RES

CODE

1 OR<25 OREGON RESIDENT WITHIN 25 MILE OF HOME2 OR>25 OREGON RESIDENT 25 OR MORE MILES FROM HOME3 OR-? OREGON RESIDENT - UNKNOWN DISTANCE FROM HOME4 N-RES NON-RESIDENT9 UNK UNKNOWN IF OREGON RESIDENT

ERROR CODE TRANSLATION LIST

ERROR

CODESHORT

DESCRIPTION FULL DESCRIPTION

NONE000 NO ERRORWIDE TRN001 WIDE TURNCUT CORN002 CUT CORNER ON TURNFAIL TRN003 FAILED TO OBEY MANDATORY TRAFFIC TURN SIGNAL, SIGN OR LANE MARKINGSL IN TRF004 LEFT TURN IN FRONT OF ONCOMING TRAFFICL PROHIB005 LEFT TURN WHERE PROHIBITEDFRM WRNG006 TURNED FROM WRONG LANETO WRONG007 TURNED INTO WRONG LANEILLEG U008 U-TURNED ILLEGALLYIMP STOP009 IMPROPERLY STOPPED IN TRAFFIC LANEIMP SIG010 IMPROPER SIGNAL OR FAILURE TO SIGNALIMP BACK011 BACKING IMPROPERLY (NOT PARKING)IMP PARK012 IMPROPERLY PARKEDUNPARK013 IMPROPER START LEAVING PARKED POSITIONIMP STRT014 IMPROPER START FROM STOPPED POSITIONIMP LGHT015 IMPROPER OR NO LIGHTS (VEHICLE IN TRAFFIC)INATTENT016 INATTENTION (FAILURE TO DIM LIGHTS PRIOR TO 4/1/97)UNSF VEH017 DRIVING UNSAFE VEHICLE (NO OTHER ERROR APPARENT)OTH PARK018 ENTERING/EXITING PARKED POSITION W/ INSUFFICIENT CLEARANCE; OTHER IMPROPER PARKING MANEUVERDIS DRIV019 DISREGARDED OTHER DRIVER'S SIGNALDIS SGNL020 DISREGARDED TRAFFIC SIGNALRAN STOP021 DISREGARDED STOP SIGN OR FLASHING REDDIS SIGN022 DISREGARDED WARNING SIGN, FLARES OR FLASHING AMBERDIS OFCR023 DISREGARDED POLICE OFFICER OR FLAGMANDIS EMER024 DISREGARDED SIREN OR WARNING OF EMERGENCY VEHICLEDIS RR025 DISREGARDED RR SIGNAL, RR SIGN, OR RR FLAGMANREAR-END026 FAILED TO AVOID STOPPED OR PARKED VEHICLE AHEAD OTHER THAN SCHOOL BUSBIKE ROW027 DID NOT HAVE RIGHT-OF-WAY OVER PEDALCYCLISTNO ROW028 DID NOT HAVE RIGHT-OF-WAYPED ROW029 FAILED TO YIELD RIGHT-OF-WAY TO PEDESTRIANPAS CURV030 PASSING ON A CURVEPAS WRNG031 PASSING ON THE WRONG SIDEPAS TANG032 PASSING ON STRAIGHT ROAD UNDER UNSAFE CONDITIONSPAS X-WK033 PASSED VEHICLE STOPPED AT CROSSWALK FOR PEDESTRIANPAS INTR034 PASSING AT INTERSECTIONPAS HILL035 PASSING ON CREST OF HILLN/PAS ZN036 PASSING IN "NO PASSING" ZONEPAS TRAF037 PASSING IN FRONT OF ONCOMING TRAFFICCUT-IN038 CUTTING IN (TWO LANES - TWO WAY ONLY)WRNGSIDE039 DRIVING ON WRONG SIDE OF THE ROAD (2-WAY UNDIVIDED ROADWAYS)THRU MED040 DRIVING THROUGH SAFETY ZONE OR OVER ISLANDF/ST BUS041 FAILED TO STOP FOR SCHOOL BUS

ERROR CODE TRANSLATION LIST

ERROR

CODESHORT

DESCRIPTION FULL DESCRIPTION

F/SLO MV042 FAILED TO DECREASE SPEED FOR SLOWER MOVING VEHICLETOO CLOSE043 FOLLOWING TOO CLOSELY (MUST BE ON OFFICER'S REPORT)STRDL LN044 STRADDLING OR DRIVING ON WRONG LANESIMP CHG045 IMPROPER CHANGE OF TRAFFIC LANESWRNG WAY046 WRONG WAY ON ONE-WAY ROADWAY; WRONG SIDE DIVIDED ROADBASCRULE047 DRIVING TOO FAST FOR CONDITIONS (NOT EXCEEDING POSTED SPEED)OPN DOOR048 OPENED DOOR INTO ADJACENT TRAFFIC LANEIMPEDING049 IMPEDING TRAFFICSPEED050 DRIVING IN EXCESS OF POSTED SPEEDRECKLESS051 RECKLESS DRIVING (PER PAR)CARELESS052 CARELESS DRIVING (PER PAR)RACING053 SPEED RACING (PER PAR)X N/SGNL054 CROSSING AT INTERSECTION, NO TRAFFIC SIGNAL PRESENTX W/SGNL055 CROSSING AT INTERSECTION, TRAFFIC SIGNAL PRESENTDIAGONAL056 CROSSING AT INTERSECTION - DIAGONALLYBTWN INT057 CROSSING BETWEEN INTERSECTIONSW/TRAF-S059 WALKING, RUNNING, RIDING, ETC., ON SHOULDER WITH TRAFFICA/TRAF-S060 WALKING, RUNNING, RIDING, ETC., ON SHOULDER FACING TRAFFICW/TRAF-P061 WALKING, RUNNING, RIDING, ETC., ON PAVEMENT WITH TRAFFICA/TRAF-P062 WALKING, RUNNING, RIDING, ETC., ON PAVEMENT FACING TRAFFICPLAYINRD063 PLAYING IN STREET OR ROADPUSH MV064 PUSHING OR WORKING ON VEHICLE IN ROAD OR ON SHOULDERWORK IN RD065 WORKING IN ROADWAY OR ALONG SHOULDERLAY ON RD070 STANDING OR LYING IN ROADWAYNM IMP USE071 IMPROPER USE OF TRAFFIC LANE BY NON-MOTORISTELUDING073 ELUDING / ATTEMPT TO ELUDEF NEG CURV079 FAILED TO NEGOTIATE A CURVEFAIL LN080 FAILED TO MAINTAIN LANEOFF RD081 RAN OFF ROADNO CLEAR082 DRIVER MISJUDGED CLEARANCEOVRSTEER083 OVER-CORRECTINGNOT USED084 CODE NOT IN USEOVRLOAD085 OVERLOADING OR IMPROPER LOADING OF VEHICLE WITH CARGO OR PASSENGERSUNA DIS TC097 UNABLE TO DETERMINE WHICH DRIVER DISREGARDED TRAFFIC CONTROL DEVICE


DESCRIPTIONEVENT

CODE

EVENT CODE TRANSLATION LIST

FEL/JUMP001 OCCUPANT FELL, JUMPED OR WAS EJECTED FROM MOVING VEHICLEINTERFER002 PASSENGER INTERFERED WITH DRIVERBUG INTF003 ANIMAL OR INSECT IN VEHICLE INTERFERED WITH DRIVERINDRCT PED004 PEDESTRIAN INDIRECTLY INVOLVED (NOT STRUCK)SUB-PED005 "SUB-PED": PEDESTRIAN INJURED SUBSEQUENT TO COLLISION, ETC.INDRCT BIK006 PEDALCYCLIST INDIRECTLY INVOLVED (NOT STRUCK)HITCHIKR007 HITCHHIKER (SOLICITING A RIDE)PSNGR TOW008 PASSENGER OR NON-MOTORIST BEING TOWED OR PUSHED ON CONVEYANCEON/OFF V009 GETTING ON/OFF STOPPED/PARKED VEHICLE (OCCUPANTS ONLY; MUST HAVE PHYSICAL CONTACT W/ VEHICLE)SUB OTRN010 OVERTURNED AFTER FIRST HARMFUL EVENTMV PUSHD011 VEHICLE BEING PUSHEDMV TOWED012 VEHICLE TOWED OR HAD BEEN TOWING ANOTHER VEHICLEFORCED013 VEHICLE FORCED BY IMPACT INTO ANOTHER VEHICLE, PEDALCYCLIST OR PEDESTRIANSET MOTN014 VEHICLE SET IN MOTION BY NON-DRIVER (CHILD RELEASED BRAKES, ETC.)RR ROW015 AT OR ON RAILROAD RIGHT-OF-WAY (NOT LIGHT RAIL)LT RL ROW016 AT OR ON LIGHT-RAIL RIGHT-OF-WAYRR HIT V017 TRAIN STRUCK VEHICLEV HIT RR018 VEHICLE STRUCK TRAINHIT RR CAR019 VEHICLE STRUCK RAILROAD CAR ON ROADWAYJACKNIFE020 JACKKNIFE; TRAILER OR TOWED VEHICLE STRUCK TOWING VEHICLETRL OTRN021 TRAILER OR TOWED VEHICLE OVERTURNEDCN BROKE022 TRAILER CONNECTION BROKEDETACH TRL023 DETACHED TRAILING OBJECT STRUCK OTHER VEHICLE, NON-MOTORIST, OR OBJECTV DOOR OPN024 VEHICLE DOOR OPENED INTO ADJACENT TRAFFIC LANEWHEELOFF025 WHEEL CAME OFFHOOD UP026 HOOD FLEW UPLOAD SHIFT028 LOST LOAD, LOAD MOVED OR SHIFTEDTIREFAIL029 TIRE FAILUREPET030 PET: CAT, DOG AND SIMILARLVSTOCK031 STOCK: COW, CALF, BULL, STEER, SHEEP, ETC.HORSE032 HORSE, MULE, OR DONKEYHRSE&RID033 HORSE AND RIDERGAME034 WILD ANIMAL, GAME (INCLUDES BIRDS; NOT DEER OR ELK)DEER ELK035 DEER OR ELK, WAPITIANML VEH036 ANIMAL-DRAWN VEHICLECULVERT037 CULVERT, OPEN LOW OR HIGH MANHOLEATENUATN038 IMPACT ATTENUATORPK METER039 PARKING METERCURB040 CURB (ALSO NARROW SIDEWALKS ON BRIDGES)JIGGLE041 JIGGLE BAR OR TRAFFIC SNAKE FOR CHANNELIZATIONGDRL END042 LEADING EDGE OF GUARDRAILGARDRAIL043 GUARD RAIL (NOT METAL MEDIAN BARRIER)BARRIER044 MEDIAN BARRIER (RAISED OR METAL)WALL045 RETAINING WALL OR TUNNEL WALLBR RAIL046 BRIDGE RAILING OR PARAPET (ON BRIDGE OR APPROACH)BR ABUTMNT047 BRIDGE ABUTMENT (INCLUDED "APPROACH END" THRU 2013)BR COLMN048 BRIDGE PILLAR OR COLUMNBR GIRDR049 BRIDGE GIRDER (HORIZONTAL BRIDGE STRUCTURE OVERHEAD)ISLAND050 TRAFFIC RAISED ISLANDGORE051 GOREPOLE UNK052 POLE – TYPE UNKNOWNPOLE UTL053 POLE – POWER OR TELEPHONEST LIGHT054 POLE – STREET LIGHT ONLYTRF SGNL055 POLE – TRAFFIC SIGNAL AND PED SIGNAL ONLYSGN BRDG056 POLE – SIGN BRIDGESTOPSIGN057 STOP OR YIELD SIGNOTH SIGN058 OTHER SIGN, INCLUDING STREET SIGNSHYDRANT059 HYDRANT


DESCRIPTIONEVENT

CODE


MARKER060 DELINEATOR OR MARKER (REFLECTOR POSTS)MAILBOX061 MAILBOXTREE062 TREE, STUMP OR SHRUBSVEG OHED063 TREE BRANCH OR OTHER VEGETATION OVERHEAD, ETC.WIRE/CBL064 WIRE OR CABLE ACROSS OR OVER THE ROADTEMP SGN065 TEMPORARY SIGN OR BARRICADE IN ROAD, ETC.PERM SGN066 PERMANENT SIGN OR BARRICADE IN/OFF ROADSLIDE067 SLIDES, FALLEN OR FALLING ROCKSFRGN OBJ068 FOREIGN OBSTRUCTION/DEBRIS IN ROAD (NOT GRAVEL)EQP WORK069 EQUIPMENT WORKING IN/OFF ROADOTH EQP070 OTHER EQUIPMENT IN OR OFF ROAD (INCLUDES PARKED TRAILER, BOAT)MAIN EQP071 WRECKER, STREET SWEEPER, SNOW PLOW OR SANDING EQUIPMENTOTHER WALL072 ROCK, BRICK OR OTHER SOLID WALLIRRGL PVMT073 OTHER BUMP (NOT SPEED BUMP), POTHOLE OR PAVEMENT IRREGULARITY (PER PAR)OVERHD OBJ074 OTHER OVERHEAD OBJECT (HIGHWAY SIGN, SIGNAL HEAD, ETC.); NOT BRIDGECAVE IN075 BRIDGE OR ROAD CAVE INHI WATER076 HIGH WATERSNO BANK077 SNOW BANKLO-HI EDGE078 LOW OR HIGH SHOULDER AT PAVEMENT EDGEDITCH079 CUT SLOPE OR DITCH EMBANKMENTOBJ FRM MV080 STRUCK BY ROCK OR OTHER OBJECT SET IN MOTION BY OTHER VEHICLE (INCL. LOST LOADS)FLY-OBJ081 STRUCK BY ROCK OR OTHER MOVING OR FLYING OBJECT (NOT SET IN MOTION BY VEHICLE)VEH HID082 VEHICLE OBSCURED VIEWVEG HID083 VEGETATION OBSCURED VIEWBLDG HID084 VIEW OBSCURED BY FENCE, SIGN, PHONE BOOTH, ETC.WIND GUST085 WIND GUSTIMMERSED086 VEHICLE IMMERSED IN BODY OF WATERFIRE/EXP087 FIRE OR EXPLOSIONFENC/BLD088 FENCE OR BUILDING, ETC.OTHR CRASH089 CRASH RELATED TO ANOTHER SEPARATE CRASHTO 1 SIDE090 TWO-WAY TRAFFIC ON DIVIDED ROADWAY ALL ROUTED TO ONE SIDEBUILDING091 BUILDING OR OTHER STRUCTUREPHANTOM092 OTHER (PHANTOM) NON-CONTACT VEHICLECELL PHONE093 CELL PHONE (ON PAR OR DRIVER IN USE)VIOL GDL094 TEENAGE DRIVER IN VIOLATION OF GRADUATED LICENSE PGMGUY WIRE095 GUY WIREBERM096 BERM (EARTHEN OR GRAVEL MOUND)GRAVEL097 GRAVEL IN ROADWAYABR EDGE098 ABRUPT EDGECELL WTNSD099 CELL PHONE USE WITNESSED BY OTHER PARTICIPANTUNK FIXD100 FIXED OBJECT, UNKNOWN TYPE.OTHER OBJ101 NON-FIXED OBJECT, OTHER OR UNKNOWN TYPETEXTING102 TEXTINGWZ WORKER103 WORK ZONE WORKERON VEHICLE104 PASSENGER RIDING ON VEHICLE EXTERIORPEDAL PSGR105 PASSENGER RIDING ON PEDALCYCLEMAN WHLCHR106 PEDESTRIAN IN NON-MOTORIZED WHEELCHAIRMTR WHLCHR107 PEDESTRIAN IN MOTORIZED WHEELCHAIROFFICER108 LAW ENFORCEMENT / POLICE OFFICERSUB-BIKE109 "SUB-BIKE": PEDALCYCLIST INJURED SUBSEQUENT TO COLLISION, ETC.N-MTR110 NON-MOTORIST STRUCK VEHICLES CAR VS V111 STREET CAR/TROLLEY (ON RAILS OR OVERHEAD WIRE SYSTEM) STRUCK VEHICLEV VS S CAR112 VEHICLE STRUCK STREET CAR/TROLLEY (ON RAILS OR OVERHEAD WIRE SYSTEM)S CAR ROW113 AT OR ON STREET CAR OR TROLLEY RIGHT-OF-WAYRR EQUIP114 VEHICLE STRUCK RAILROAD EQUIPMENT (NOT TRAIN) ON TRACKSDSTRCT GPS115 DISTRACTED BY NAVIGATION SYSTEM OR GPS DEVICEDSTRCT OTH116 DISTRACTED BY OTHER ELECTRONIC DEVICERR GATE117 RAIL CROSSING DROP-ARM GATE


DESCRIPTIONEVENT

CODE


EXPNSN JNT118 EXPANSION JOINTJERSEY BAR119 JERSEY BARRIERWIRE BAR120 WIRE OR CABLE MEDIAN BARRIERFENCE121 FENCEOBJ IN VEH123 LOOSE OBJECT IN VEHICLE STRUCK OCCUPANTSLIPPERY124 SLIDING OR SWERVING DUE TO WET, ICY, SLIPPERY OR LOOSE SURFACE (NOT GRAVEL)SHLDR125 SHOULDER GAVE WAYBOULDER126 ROCK(S), BOULDER (NOT GRAVEL; NOT ROCK SLIDE)LAND SLIDE127 ROCK SLIDE OR LAND SLIDECURVE INV128 CURVE PRESENT AT CRASH LOCATIONHILL INV129 VERTICAL GRADE / HILL PRESENT AT CRASH LOCATIONCURVE HID130 VIEW OBSCURED BY CURVEHILL HID131 VIEW OBSCURED BY VERTICAL GRADE / HILLWINDOW HID132 VIEW OBSCURED BY VEHICLE WINDOW CONDITIONSSPRAY HID133 VIEW OBSCURED BY WATER SPRAYTORRENTIAL134 TORRENTIAL RAIN (EXCEPTIONALLY HEAVY RAIN)

FUNCTIONAL CLASSIFICATION TRANSLATION LIST

DESCRIPTIONFUNC

CLASS

01 RURAL PRINCIPAL ARTERIAL - INTERSTATE02 RURAL PRINCIPAL ARTERIAL - OTHER06 RURAL MINOR ARTERIAL07 RURAL MAJOR COLLECTOR08 RURAL MINOR COLLECTOR09 RURAL LOCAL11 URBAN PRINCIPAL ARTERIAL - INTERSTATE12 URBAN PRINCIPAL ARTERIAL - OTHER FREEWAYS AND EXP14 URBAN PRINCIPAL ARTERIAL - OTHER16 URBAN MINOR ARTERIAL17 URBAN MAJOR COLLECTOR18 URBAN MINOR COLLECTOR19 URBAN LOCAL78 UNKNOWN RURAL SYSTEM79 UNKNOWN RURAL NON-SYSTEM98 UNKNOWN URBAN SYSTEM99 UNKNOWN URBAN NON-SYSTEM

HIGHWAY COMPONENT TRANSLATION LIST

DESCRIPTIONCODE

0 MAINLINE STATE HIGHWAY1 COUPLET3 FRONTAGE ROAD6 CONNECTION8 HIGHWAY - OTHER

INJURY SEVERITY CODE TRANSLATION LIST


DESCCODE

1 KILL FATAL INJURY2 INJA INCAPACITATING INJURY - BLEEDING, BROKEN BONES3 INJB NON-INCAPACITATING INJURY4 INJC POSSIBLE INJURY - COMPLAINT OF PAIN5 PRI DIED PRIOR TO CRASH7 NO<5 NO INJURY - 0 TO 4 YEARS OF AGE

LIGHT CONDITION CODE TRANSLATION LIST


DESCCODE

0 UNK UNKNOWN1 DAY DAYLIGHT2 DLIT DARKNESS - WITH STREET LIGHTS3 DARK DARKNESS - NO STREET LIGHTS4 DAWN DAWN (TWILIGHT)5 DUSK DUSK (TWILIGHT)

MEDIAN TYPE CODE TRANSLATION LIST


DESCCODE

0 NONE NO MEDIAN

1 RSDMD SOLID MEDIAN BARRIER

2 DIVMD EARTH, GRASS OR PAVED MEDIAN

MILEAGE TYPE CODE TRANSLATION LIST

LONG DESCRIPTIONCODE

0 REGULAR MILEAGE

T TEMPORARY

Y SPUR

Z OVERLAPPING

LONG DESCRIPTION

SHORT

DESCCODE

MOVEMENT TYPE CODE TRANSLATION LIST

0 UNK UNKNOWN

1 STRGHT STRAIGHT AHEAD

2 TURN-R TURNING RIGHT

3 TURN-L TURNING LEFT

4 U-TURN MAKING A U-TURN

5 BACK BACKING

6 STOP STOPPED IN TRAFFIC

7 PRKD-P PARKED - PROPERLY

8 PRKD-I PARKED - IMPROPERLY

LONG DESCRIPTION

SHORT

DESCCODE

PARTICIPANT TYPE CODE TRANSLATION LIST

0 OCC UNKNOWN OCCUPANT TYPE1 DRVR DRIVER2 PSNG PASSENGER3 PED PEDESTRIAN4 CONV PEDESTRIAN USING A PEDESTRIAN CONVEYANCE5 PTOW PEDESTRIAN TOWING OR TRAILERING AN OBJECT, ETC6 BIKE PEDALCYCLIST7 BTOW PEDALCYCLIST TOWING OR TRAILERING AN OBJECT, ETC8 PRKD OCCUPANT OF A PARKED MOTOR VEHICLE9 UNK UNKNOWN TYPE OF NON-MOTORIST

LONG DESCRIPTIONCODE

PEDESTRIAN LOCATION CODE TRANSLATION LIST

00 AT INTERSECTION - NOT IN ROADWAY01 AT INTERSECTION - INSIDE CROSSWALK02 AT INTERSECTION - IN ROADWAY, OUTSIDE CROSSWALK03 AT INTERSECTION - IN ROADWAY, XWALK AVAIL UNKNWN04 NOT AT INTERSECTION - IN ROADWAY05 NOT AT INTERSECTION - ON SHOULDER06 NOT AT INTERSECTION - ON MEDIAN07 NOT AT INTERSECTION - WITHIN TRAFFIC RIGHT-OF-WAY08 NOT AT INTERSECTION - IN BIKE PATH OR PARKING LANE09 NOT-AT INTERSECTION - ON SIDEWALK10 OUTSIDE TRAFFICWAY BOUNDARIES13 AT INTERSECTION - IN BIKE LANE14 NOT AT INTERSECTION - IN BIKE LANE15 NOT AT INTERSECTION - INSIDE MID-BLOCK CROSSWALK16 NOT AT INTERSECTION - IN PARKING LANE

LONG DESCRIPTION

SHORT

DESCCODE

ROAD CHARACTER CODE TRANSLATION LIST

0 UNK UNKNOWN

1 INTER INTERSECTION

2 ALLEY DRIVEWAY OR ALLEY

3 STRGHT STRAIGHT ROADWAY

4 TRANS TRANSITION

5 CURVE CURVE (HORIZONTAL CURVE)

6 OPENAC OPEN ACCESS OR TURNOUT

7 GRADE GRADE (VERTICAL CURVE)

8 BRIDGE BRIDGE STRUCTURE

9 TUNNEL TUNNEL

LONG DESCRIPTIONSHORT DESCCODE

TRAFFIC CONTROL DEVICE CODE TRANSLATION LIST

000 NONE NO CONTROL001 TRF SIGNAL TRAFFIC SIGNALS002 FLASHBCN-R FLASHING BEACON - RED (STOP)003 FLASHBCN-A FLASHING BEACON - AMBER (SLOW)004 STOP SIGN STOP SIGN005 SLOW SIGN SLOW SIGN006 REG-SIGN REGULATORY SIGN007 YIELD YIELD SIGN008 WARNING WARNING SIGN009 CURVE CURVE SIGN010 SCHL X-ING SCHOOL CROSSING SIGN OR SPECIAL SIGNAL011 OFCR/FLAG POLICE OFFICER, FLAGMAN - SCHOOL PATROL012 BRDG-GATE BRIDGE GATE - BARRIER013 TEMP-BARR TEMPORARY BARRIER014 NO-PASS-ZN NO PASSING ZONE015 ONE-WAY ONE-WAY STREET016 CHANNEL CHANNELIZATION017 MEDIAN BAR MEDIAN BARRIER018 PILOT CAR PILOT CAR019 SP PED SIG SPECIAL PEDESTRIAN SIGNAL020 X-BUCK CROSSBUCK021 THR-GN-SIG THROUGH GREEN ARROW OR SIGNAL022 L-GRN-SIG LEFT TURN GREEN ARROW, LANE MARKINGS, OR SIGNAL023 R-GRN-SIG RIGHT TURN GREEN ARROW, LANE MARKINGS, OR SIGNAL024 WIGWAG WIGWAG OR FLASHING LIGHTS W/O DROP-ARM GATE025 X-BUCK WRN CROSSBUCK AND ADVANCE WARNING026 WW W/ GATE FLASHING LIGHTS WITH DROP-ARM GATES027 OVRHD SGNL SUPPLEMENTAL OVERHEAD SIGNAL (RR XING ONLY)028 SP RR STOP SPECIAL RR STOP SIGN029 ILUM GRD X ILLUMINATED GRADE CROSSING037 RAMP METER METERED RAMPS038 RUMBLE STR RUMBLE STRIP090 L-TURN REF LEFT TURN REFUGE (WHEN REFUGE IS INVOLVED)091 R-TURN ALL RIGHT TURN AT ALL TIMES SIGN, ETC.092 EMR SGN/FL EMERGENCY SIGNS OR FLARES093 ACCEL LANE ACCELERATION OR DECELERATION LANES094 R-TURN PRO RIGHT TURN PROHIBITED ON RED AFTER STOPPING

095 BUS STPSGN BUS STOP SIGN AND RED LIGHTS099 UNKNOWN UNKNOWN OR NOT DEFINITE


VEHICLE TYPE CODE TRANSLATION LIST

00 PDO NOT COLLECTED FOR PDO CRASHES

01 PSNGR CAR PASSENGER CAR, PICKUP, LIGHT DELIVERY, ETC.

02 BOBTAIL TRUCK TRACTOR WITH NO TRAILERS (BOBTAIL)

03 FARM TRCTR FARM TRACTOR OR SELF-PROPELLED FARM EQUIPMENT

04 SEMI TOW TRUCK TRACTOR WITH TRAILER/MOBILE HOME IN TOW

05 TRUCK TRUCK WITH NON-DETACHABLE BED, PANEL, ETC.

06 MOPED MOPED, MINIBIKE, SEATED MOTOR SCOOTER, MOTOR BIKE

07 SCHL BUS SCHOOL BUS (INCLUDES VAN)

08 OTH BUS OTHER BUS

09 MTRCYCLE MOTORCYCLE, DIRT BIKE

10 OTHER OTHER: FORKLIFT, BACKHOE, ETC.

11 MOTRHOME MOTORHOME

12 TROLLEY MOTORIZED STREET CAR/TROLLEY (NO RAILS/WIRES)

13 ATV ATV

14 MTRSCTR MOTORIZED SCOOTER (STANDING)

15 SNOWMOBILE SNOWMOBILE

99 UNKNOWN UNKNOWN VEHICLE TYPE


WEATHER CONDITION CODE TRANSLATION LIST

0 UNK UNKNOWN

1 CLR CLEAR

2 CLD CLOUDY

3 RAIN RAIN

4 SLT SLEET

5 FOG FOG

6 SNOW SNOW

7 DUST DUST

8 SMOK SMOKE

9 ASH ASH




PAGE: 1



COLLISION TYPE

FATAL

CRASHES

NON-

FATAL

CRASHES

PROPERTY

DAMAGE

ONLY

TOTAL

CRASHES

PEOPLE

KILLED

PEOPLE

INJURED

DRY

SURF

WET

SURF DAY DARK

INTER-

SECTION

INTER-

SECTION

RELATED

OFF-

ROADTRUCKS

CDS150 12/19/2017

YEAR: 2015

1 1 2 0 1 1 1 1 2 0 0 0 0 1ANGLE 1 0 1 0 1 0 1 0 1 0 0 0 0 1PEDESTRIAN 7 3 10 0 5 4 7 2 10 0 0 0 0 7REAR-END 1 0 1 0 1 0 0 1 1 0 0 0 0 1SIDESWIPE - MEETING 2 1 3 0 3 0 2 1 3 0 0 0 0 2TURNING MOVEMENTS

2015 TOTAL 0 12 5 17 0 11 5 11 5 17 0 0 0 12

YEAR: 2014


2014 TOTAL 0 7 3 10 0 9 1 7 3 10 0 1 0 8

YEAR: 2013

1 1 2 0 2 0 2 0 2 0 0 0 0 1ANGLE 0 1 1 0 0 1 0 1 1 0 1 0 0 0FIXED / OTHER OBJECT 2 4 6 0 6 0 4 2 6 0 0 0 0 2REAR-END 0 1 1 0 0 1 1 0 1 0 0 0 0 0SIDESWIPE - OVERTAKING 0 1 1 0 0 0 0 1 1 0 0 0 0 0TURNING MOVEMENTS

2013 TOTAL 0 3 8 11 0 8 2 7 4 11 0 1 0 3

YEAR: 2012

2 1 3 0 2 1 1 2 3 0 0 0 0 2ANGLE 0 3 3 0 0 3 0 3 3 0 3 0 0 0FIXED / OTHER OBJECT 2 0 2 0 1 1 1 1 2 0 0 0 0 3REAR-END

2012 TOTAL 0 4 4 8 0 3 5 2 6 8 0 3 0 5

YEAR: 2011

1 0 1 0 1 0 1 0 1 0 0 0 0 3ANGLE 0 1 1 0 1 0 1 0 1 0 0 0 0 0BACKING 0 1 1 0 1 0 1 0 1 0 1 0 0 0FIXED / OTHER OBJECT 7 1 8 0 5 3 4 4 8 0 0 0 0 18REAR-END 1 0 1 0 1 0 1 0 1 0 0 0 0 1TURNING MOVEMENTS

2011 TOTAL 0 9 3 12 0 9 3 8 4 12 0 1 0 22

FINAL TOTAL 0 35 23 58 0 40 16 35 22 58 0 6 0 50




Appendix E Background Documents

PLEASANT VALLEY TSP REFINEMENT

January 4, 2018

>>> Background Document Review

BACKGROUND DOCUMENT REVIEW PLEASANT VALLEY TSP REFINEMENT

January 4, 2018 Page 2

CONTENTS

Background Document Overview | 3

Project Background | 3

Document Summaries | 5

Document: Pleasant Valley Concept Plan .............................................................................................................................. 5

Document: Pleasant Valley Transportation System Plan ..................................................................................................... 7

Document: Happy Valley Transportation System Plan ......................................................................................................... 9

Document: Gresham Transportation System Plan .............................................................................................................. 11

Document: Clackamas County Transportation System Plan ............................................................................................. 12

Document: Multnomah County Transportation System Plan ............................................................................................. 13

Document: Metro Powell/Foster Corridor Refinement Plan ............................................................................................... 14

Document: Metro Regional Transportation Plan .................................................................................................................. 15

Document: East Metro Connections Plan ............................................................................................................................. 20

Summary Table | 20

Key Findings and Next Steps | 24



IN THIS PAPER>>>

Project Background

Document Summaries

Key Findings and Next Steps

BACKGROUND DOCUMENT OVERVIEW

This document summarizes a review of documents related to the Pleasant

Valley TSP. Each document is summarized in the section below, with

elements relevant to the Pleasant Valley TSP Refinement project specifically

highlighted. A summary able is provided at the end including each document

reviewed.

PROJECT BACKGROUND

The City of Gresham is beginning a process to review the transportation facilities in the Pleasant Valley Transportation

System Plan (TSP) with primary focus on determining how the system can function adequately in the future. Alternatives

that include and exclude a potential new arterial extension of SE 174 th Avenue to connect between SE Giese Road and

SE Jenne Road will be analyzed to understand the impacts of that connection on the overall function of the Pleasant

Valley street network. The SE 174th Avenue extension was originally developed as part of planning for the Powell-Foster

corridors and is included in the current Metro Regional Transportation Plan (RTP) project list. A preferred alternative will

be incorporated into an updated Pleasant Valley TSP and identify the long-term vision for the area as well as near-term

solutions to address community concerns and support growth of the area. In addition, it will identify how improvements

can be phased and their costs, right-of-way needs, and impacts.

The Pleasant Valley TSP was adopted in 2005. Since that time, planning has occurred by Clackamas County, Portland,

and Metro. These plans are based on the Pleasant Valley TSP, which includes an extension of Giese Road between SE

Foster Road and SE 182nd Avenue. In addition, it includes the downgrading of Foster Road into a local access street (i.e.,

retain current two-lane configuration), with the potential to disconnect or vacate the street in the confluence area of Kelley

Creek. For example, in 2012, Happy Valley and Clackamas County jointly adopted the 172nd Avenue/190th Drive Corridor

Management Plan, including a new arterial connection between SE 172nd Avenue and SE 190th Drive (the “172nd-190th

Connector”). That plan considered the constraints of Jenne Road and the 174th Extension and the need to provide a more

robust connection to SE 190th Avenue to supplement north/south connectivity.

The Pleasant Valley TSP (PVTSP) Refinement project is needed to reassess the PVTSP based on the most recent

transportation plans for the surrounding areas. It will validate planned projects in the TSP and assesses the need and

feasibility of the 174th extension north of Giese Road. Figure 1 illustrates the Pleasant Valley Boundary, surrounding cities

and counties, and the SE 174th Avenue extension, SE Giese Road extension, and 172nd-190th Connector.



Figure 1. Pleasant Valley Area and Surrounding Cities and Counties

Source: Based on GIS files from Metro



DOCUMENT SUMMARIES

DOCUMENT: PLEASANT VALLEY CONCEPT PLAN Date: August 2002

Purpose: “Establish a community plan addressing land use, transportation, natural resources, public facilities,

infrastructure and funding strategies for the study area”

Study Area: Pleasant Valley

Goals:

A. Create a community

B. Create a town center as the heart of the community

C. Integrate schools and civic uses into the community

D. Celebrate Pleasant Valley’s cultural and natural history

E. Preserve, restore and enhance natural resources

F. Use “green” development practices

G. Locate and develop parks and open spaces throughout the community

H. Provide transportation choices

I. Provide housing choices

J. Provide and coordinate opportunities to work in and near Pleasant Valley



The transportation network envisioned in the concept plan is shown in Figure 2.

Figure 2. Pleasant Valley Concept Plan Network (Source: Pleasant Valley Concept Plan)

New street extensions and connections include:

172nd Avenue extension north to Giese Rd

Giese Rd west to Foster Rd

Clatsop St west to Cheldelin Rd

182nd Ave south to Cheldelin Rd

Butler Rd west to 190th Ave

Sager Rd east to Foster Rd

Long-term arterial connection from 172nd to 190th Avenue south of the study area

Transit

The Concept Plan includes an element to “provide regional and community transit service on key roads in Pleasant

Valley, with direction connections to Happy Valley, Clackamas regional center, Damascus, Lents, Gresham, the

Columbia Corridor and downtown Portland.” Transit streets include:

172nd Avenue

Giese Road

182nd Avenue

190th Avenue

A new east/west collector south of Giese Road

Clatsop Street-Cheldelin Road



DOCUMENT: PLEASANT VALLEY TRANSPORTATION SYSTEM PLAN Date: January 2005

Purpose: “establish a framework for addressing the transportation needs for this new urban community as

urbanization occurs with the implementation of the Pleasant Valley Plan District.”

Study Area: Pleasant Valley

Key Elements:

The Pleasant Valley TSP builds from concept plan to further define the transportation system for the area by including:

Functional Classification for Streets

Street Design Types

Connectivity Plan

Bike and Trail Plan

Illustrative Street Plan

Transit Plan

It includes the following action measures:

As a near-term objective, downgrade the function of Foster and Richey roads in the confluence area of Kelley Creek

to serve as local access streets. As a long-term objective, develop a strategy to disconnect and potentially vacate

the vehicular function of these street segments while maintaining the opportunity for a local trail opportunity.

Realign 172nd Avenue as it passes through Kelley Creek ESRA to not follow creek and reduce impact area by

keeping it as far west of confluence as practical and minimizing the bridge footprint in the creek and adjacent riparian

area.

Investigate needed safety and capacity improvements to address future travel demand in the Foster Road and

Powell Boulevard corridors and implement study recommendations.

Evaluate the long-term need for an arterial connection between 172nd Avenue and 190th Avenue as part of urban

area planning that responds to future urban growth boundary decisions.

Implement needed transportation improvements to serve Pleasant Valley and correct existing safety issues.

Implement regional corridor study recommendations and projects identified in the Regional Transportation Plan for

key gateway routes, such as Sunnyside Road, Foster Road, Powell Boulevard, 172nd Avenue and 190th Avenue.

Transit: Expand the TriMet service boundary to include areas within Clackamas County to allow TriMet to serve this area.

Work with TriMet to develop a transit plan for Pleasant Valley that:

Establishes a transit hub within the town center zoning district that provides transfer opportunities between regional

and community transit routes

Implements recommended community and regional transit service.

Determines appropriate locations and design of bus loading areas and transit preferential treatments such as

reserved bus lanes and signal pre-emption to enhance transit usage and public safety and to promote the smooth

flow of traffic.

With other transit service providers, and employers and social service agencies’ efforts, enhances access for elderly,

economically disadvantaged, and people with disabilities.



Figure 3 illustrates the transit system envisioned in the TSP.

Figure 3. Transit System (Source: Pleasant Valley TSP)

Figure 4 illustrates the bike and trail plan shown in the Pleasant Valley TSP.

Figure 4. PV TSP Bike and Trail Plan (Source: Pleasant Valley TSP)



DOCUMENT: HAPPY VALLEY TRANSPORTATION SYSTEM PLAN Date: November 2016

Purpose: “Establish a community plan addressing land use, transportation, natural resources, public facilities,

infrastructure and funding strategies for the study area”

Study Area: Happy Valley

Goals: the Happy Valley TSP includes goals and policies that were developed by the project stakeholders. The goals are

listed below.

Livability - Transportation facilities shall be planned, designed and constructed in a manner which enhances the

livability of Happy Valley.

Mobility - Transportation facilities shall accommodate commercial, industrial and residential growth and provides

access though and around Happy Valley.

Multi-Modal Travel - Happy Valley shall strive to achieve a balanced transportation system that reduces the number

of trips by single occupant vehicles by meeting the needs of auto, bicycle, pedestrian, and transit and increasing the

connectivity for alternate travel modes.

Safety - Happy Valley shall strive to achieve a safe transportation system by developing street standards, access

management policies when constructing streets and by making street maintenance a priority.

Evaluation - Transportation performance measures shall be maintained in the City.

Accessibility - Develop transportation facilities which are accessible to all members of the community.

Cooperation - Implement the Transportation System Plan (TSP) in a coordinated manner.

Goods Movement - Provide for efficient movement of goods and services.

Interchange Management Areas - Protect the public’s investment in the interchange management areas.

172nd Avenue/190th Drive Corridor Management Plan – Implement the 172nd/190th Corridor Management Plan.

Proposed Roadways: the TSP shows the following proposed roadways, consistent with the 172nd/190th Corridor Plan:

Extension of SE Clatsop Street to the east to SE Foster Road

Extension of SE Sager Road to the east to SE Foster Road

SE 172nd/190th Connector

New east/west roadway parallel to SE 172nd Avenue to the east

SE 162nd Avenue connection between SE Hagen Road and SE Sager Road

Transit: The TSP shows a proposed transit route (new bus route#10) on SE 172nd Avenue, providing a connection to the

planned major employment center north of Highway 212. It also recommends bringing all of Happy Valley city limits into

the TriMet district.

Pedestrian and Bicycle: The pedestrian and bicycle plans from the TSP are shown in Figure 5.



Figure 5. Pedestrian and Bicycle Master Plans (Source: Happy Valley TSP)



DOCUMENT: GRESHAM TRANSPORTATION SYSTEM PLAN Date: December 2013

Purpose: “A key objective of the TSP is to create a balanced transportation system where pedestrians, bicyclists

and motorists have equal opportunity to get around. The TSP also identifies strategies to facilitate freight and goods

movement, improve neighborhood connections and provide an adequate funding forecast.

The TSP not only provides the framework for addressing the transportation needs for Gresham’s diverse and vital

community, but is also consistent with state, regional and surrounding local plans.”

Study Area: Gresham

Goals: the Gresham TSP includes a vision, guiding principles, and goals, which are woven through the TSP’s system

plans, policies, action measures, project list, and funding forecast. Goals include:

Accessibility – The ability to reach desired goods, services, activities and destinations with relative ease, within a

reasonable time, at a reasonable cost and with reasonable choices.

Economic Development – Constructing and maintaining a transportation system that supports new business as well

as business retention, expansion and relocation.

Efficiency – Constructing and maintaining a transportation system that performs and functions as fluidly as possible.

Environmental Stewardship – Meeting the needs of the present generation without compromising future needs and

resources.

Healthy Equity – Promoting health with adequate biking and walking routes and trails among all transportation

system users.

Livability – Tying the quality and location of transportation facilities to broader opportunities such as access to good

jobs, affordable housing, quality schools and safe streets.

Mobility – The ability to move people and goods to destinations efficiently and reliably.

Safety – Minimizing dangers or risks in the transportation system so users feel safe driving, biking, walking and

taking transit.

Sustainable Funding – Ensuring the establishment of funding mechanisms sufficient to support the continuous and

safe operation of the transportation system.

As indicated in the TSP, Pleasant Valley was added to the Gresham UBG in 1998 to accommodate forecast population

growth and provide a “more balanced distribution of housing and employment within the region.” The Pleasant Valley

TSP was adopted by Gresham and is referenced to throughout the TSP.



DOCUMENT: CLACKAMAS COUNTY TRANSPORTATION SYSTEM PLAN Date: December 2013

Purpose: “The TSP reflects all relevant national, state and regional transportation and planning requirements, and

provides policies, guidelines and projects to meet transportation needs for residents, businesses and visitors in

unincorporated Clackamas County for 20 years.”

Study Area: Clackamas County

Goals: the Clackamas County TSP includes the following goals:

Provide a transportation system that optimizes benefits to the environment, the economy and the community

Plan the transportation system to create a prosperous and adaptable economy and further the economic well-being

of businesses and residents of the County.

Goal 3: Tailor transportation solutions to suit the diversity of local communities.

Goal 4: Promote a transportation system that maintains or improves our safety, health, and security.

Goal 5: Provide an equitable transportation system.

Goal 6: Promote a fiscally responsible approach to protect and improve the existing transportation system and

implement a cost-effective system to meet future needs.

Key Elements: The Clackamas County TSP includes a few projects in the study area, including:

Long term capital projects to improve and extend Cheldelin Road (Project ID 3007 and 3008)

Long-term project to add bikeway, pedestrian facilities, and turn lanes at major intersections to SE 162nd Avenue

(Project ID 3002)

Otherwise, the Clackamas County TSP largely focuses on areas outside of the cities within the County.



DOCUMENT: MULTNOMAH COUNTY TRANSPORTATION SYSTEM PLAN Date: August 2016

Purpose: “The TSP is the master plan for how the County’s rural transportation system will evolve and develop for

the next 20 years. The plan’s primary focus is on enhancing the safety of the transportation system and balancing

the needs of agricultural, visitor, residential, bicycle, pedestrian, and freight travel to and from the rural areas. The

TSP supports economically vital and healthy communities.”

Study Area: Multnomah County

Performance Metrics: the Multnomah County includes one goal, with several objectives, listed below.

GOAL: To provide a safe and efficient transportation network for all modes of travel that serves the rural areas of the

County and achieves the following objectives:

1. Implement a transportation system that is safe and efficient in meeting the needs of area residents.

2. Implement a balanced transportation system that supports all modes of travel.

3. Develop a transportation system that supports the rural character of unincorporated Multnomah County.

4. Develop a transportation system the supports a healthy economy.

5. Provide transportation improvements in a timely manner according to funding capability.

6. Reduce vehicle traffic on rural County roadways caused by those traveling through the area.

Key Elements: the Multnomah County TSP includes the project in Table 1, relevant to the study area.

Table 1. Multnomah County TSP Projects

Project

Number Project Location Project Description Priority Cost

E11 Foster Road: Jenne

to County Line

Provide separation for bicycles where warranted and/or

feasible. Improvements could include narrow shoulders

(3‐4 feet) to full width shoulders (6 feet) in on or both

directions or could include minimal improvements such as

uphill bicycle climbing lanes or intermittent bicycle pull-

outs. Solutions can be used for pedestrian use (i.e.

shoulders). See also Springwater Master Plan

Transportation System Plan (September 2005, Gresham).

High $$$



DOCUMENT: METRO POWELL/FOSTER CORRIDOR REFINEMENT PLAN Date: September 2003

Purpose: Provide a high-level look at multimodal transportation needs for the Powell//Foster corridor from the

Willamette to Damascus. The plan includes an evaluation of performance, engineering, and environmental issues for

potential projects. The goals of the plan is “to definite and preliminarily evaluate an initial range of multi-modal

alternatives that will accommodate the 2020 corridor travel demand in a way that supports the 2040 Concept Plan.”

Study Area: Powell Boulevard/Foster Road Corridor

Key objectives used to develop and evaluate alternatives:

Cost-effectiveness

Impacts to neighborhoods and the environment

Preservation of the through movement function of the alternatives

Safety

Opportunities for access management

Relevant Roadway Recommendations: the plan includes recommendations for roadway segments, including Jenne

Road/New SE 174th Avenue (Powell Boulevard to Foster Road).

The plan notes “additional north south capacity in this area is needed to provide access to and from growth areas in

Pleasant Valley and Damascus.” It assesses either widening Jenne Road to provide an extra southbound lane or creating

a new connection of 174th Avenue. It notes that widening Jenne Road “may not be very feasible from an engineering

standpoint given the extremely constrained right-of-way and steep topography along much of Jenne Road.” It

recommends that further study be done to assess the extension of SE 174th Avenue between Jenne Road and the future

Giese Road extension and determine “cross sections, … general alignment, … proposed right-of way reservations, and

identify further environmental constrains and mitigation.” The Plan also notes that “the new 174th Avenue option would

relieve congestion and provide much better travel performance on Jenne Road by diverting trips to the new roadway.” A

graphic of the new roadway from the plan is provided in Figure 6.

Figure 6. New SE 174th Avenue (Source: Metro Powell/Foster Corridor Refinement Plan)

The plan recommends bike lanes and sidewalks on Jenne Road and the new SE 174th Avenue. In addition, it

recommends transit along both Powell Boulevard and Foster Road, as well as north-south bus service to connect the



Columbia Corridor with Pleasant Valley, Damascus and Clackamas Regional Center and routes connecting Gresham

with Pleasant Valley and Damascus.

DOCUMENT: METRO REGIONAL TRANSPORTATION PLAN Date: July 2014

Purpose: “The plan sets a new course for future transportation decisions and implementation of the 2040 Growth

Concept. The plan takes into account the changing circumstances and challenges we face and addresses them

directly. It continues most of the policies, goals and objectives from the 2035 Regional Transportation Plan, which

adopted an outcomes based approached that distinguished it from past RTPs. The 2014 update has strengthened

and added more detail to the bicycling and walking policies to reflect direction from the Regional Safety Plan and

Regional Active Transportation plan.”

Study Area: Portland Metropolitan Area

Goals: the Metro Regional Transportation Plan includes the following goals:

1. Foster Vibrant Communities and Efficient Urban Form

2. Sustain Economic Competitiveness and Prosperity

3. Expand Transportation Choices

4. Emphasize Effective and Efficient Management of the Transportation System

5. Enhance Safety and Security

6. Promote Environmental Stewardship

7. Enhance Human Health

8. Ensure Equity

9. Ensure Fiscal Stewardship

10. Deliver Accountability

Figure 7 illustrated the projects from the 2018 RTP, also listed in table 2.



Figure 7. 2018 RTP Projects within and near Study Area



Table 2. (Proposed Initial) 2018 RTP Projects Relevant to the Pleasant Valley Network

ID Nominating

Agency Project Location Project Start Project End Description Time

Period

Financially Constraine

d

10033 Happy Valley

172nd Ave & 190th Connector Clatsop Sunnyside Rd

Widen 172nd to 5 lanes; construct connector between 172nd and 190th Ave using adopted alignment; project includes bike lanes sidewalks and continuous left turn lane; last connector in n/s freight route alternative to I-205 between I-84 and Hwy-212

2028-2040

Yes

10035 Happy Valley

Upper Foster Rd Improvements County Line

172nd 190th Connector

Widen two-lane minor arterial from the county line to the 172nd_190th connector to include continuous left turn lane sidewalks and bike lanes Project Segment Length 4 500 feet

2028-2040

No

10040 Happy Valley

162nd Ave Extension North Clatsop St Hagen Rd

Extend 162nd Ave from Clatsop to Hagen including two through lanes left turn lanes sidewalks bike lanes and traffic signals Project creates direct connection between circuitous bike/ped parkways travel alternative to 172nd Ave arterial

2028-2040

Yes

10045 Happy Valley

Clatsop St 132nd Ave 162nd Ave

Widen road to 3 lanes with continuous left turn lane sidewalks bike lanes and traffic signals to mitigate multimodal conflicts Project improves access to industrial and employment center; completes segment of Mt Scott/Scouter Mt Loop

2028-2040

No

10069 Gresham

East Buttes Powerline Trail: Springwater/GFT to Clackamas Greenway

Springwater/Gresham-Fairview trail

Clackamas Greenway

Build trail linking Gresham and the Clackamas River

2028-2040 Yes

10070 Happy Valley

East Mount Scott/Scouter Mountain Trail Loop

Springwater Corridor

Hwy 212

Build loop trail from Clatsop street to Highway 212_Clackamas River Connects Springwater Corridor Mt Talbert Scouters Mountain Nature Park and the Clackamas River Partners include City of Portland and City of Happy Valley

2028-2040

Yes

10347 Portland Pleasant Valley Foster Rd Extension

SE Jenne Rd SE Giese Rd Design and implement multimodal improvements based on the Pleasant Valley Implementation Plan recommendations

2028-2040 No



ID Nominating


Period


d

10431 Gresham 190th_Highland: 11th to 30th Widening

200' south of SW 11th

30th

Reconstruct and widen street to five lanes with sidewalks and bike lanes Widen and determine the appropriate cross-section for Highland Drive and Pleasant View Drive from Powell Boulevard to 190th Ave

2028-2040

Yes

10460 Gresham 174th N/S Improvements Giese 174th_Jenne

Construction of new roadway that adds n/s capacity in vicinity of 174_Jenne This facility will have two travel lanes in each direction total 4 travel lanes and a median turn lane which will be primarily a median with left turn pockets at the intersection

2028-2040

Yes

10462 Gresham Butler: 190th to Binford 190th Binford

Improve Butler Rd in new alignment to minor arterial standards at intersection add northbound and westbound turn pockets and signalize

2028-2040

Yes

10463 Gresham Foster: Jenne to 172nd Extension Jenne 172nd New north extension of Foster

2028-2040 Yes

10464 Gresham Giese: 182nd to 172nd Extension 182nd 172nd New ext of Giese Rd to Foster Road

2028-2040 Yes

10465 Gresham 172nd: Giese to Foster Giese Rd Foster Rd

Upgrade street to urban standards w sidewalks bike lanes

2028-2040 Yes

10466 Gresham 172nd: Cheldelin to Foster Foster Cheldelin Rd

Upgrade street to urban standards w sidewalks bike lanes and add roundabout or traffic signal at 172nd_Foster

2028-2040 Yes

10468 Gresham Giese: 182nd to 190th 182nd Ave 190th Ave

Upgrade street to urban standards w sidewalks bike lanes

2028-2040

Yes

10471 Gresham Butler: Binford to Towle Extension and Bridge

Binford Towle Construct new Butler road extension and bridge crossing

2028-2040 Yes

10533 Gresham 190th: 30th to Cheldelin 30th Cheldelin

Improve existing road to major arterial standards signalize 190th @ Giese Butler Richey Cheldelin

2018-2027 Yes

10536 Portland Clatsop Street Extension SE 162nd Ave

Portland City Limits

Extend street east into Pleasant Valley based on the Pleasant Valley Implementation Plan

2028-2040 No

10538 Happy Valley

Sager 162nd Foster

Using existing alignment widen and extend rural roadway to three lanes including continuous left turn lane bike lanes and sidewalks to provide direct connect to employment lands Project will signalize corridor at 172nd Ave

2028-2040

No



ID Nominating


Period


d

10541 Gresham 182nd: Giese to Cheldelin Giese Cheldelin Improve 182nd to collector standards

2028-2040 No

11074 Gresham East Buttes Loop Trail: Springwater Trail to Rodlun

Springwater Trail Rodlun Road Construct new shared use trail 12' wide pervious asphalt

2028-2040 Yes

4179208 Portland Outer Foster Corridor Safety Improvements

SE Foster Pl City Limits

Improve safety and access by filling high-priority sidewalk gaps adding pedestrian crossings enhancing safety of existing bike lanes and employing safety countermeasures to reduce motor vehicle crash severity

2018-2027

Yes

4179930 Happy Valley

177th Ave ROW Acquisition and Planning

Sager Rd Extension East

Rock Creek Blvd

Conduct planning and preliminary right-of-way acquisition for a new 3 lane roadway with sidewalks bike lanes and continuous left turn lane from Sager Rd extension east to Rock Creek Blvd

2028-2040 No

4181032 Clackamas

County 172nd Avenue Frequent Transit

Intersection of 172nd Ave and OR

212

Intersection of 190th Ave

and Foster Rd

New bus transit providing frequent service on 172nd_190th between OR 212 and Foster Rd in Multnomah Co

2028-2040

No

4182056 TriMet

ETC: Columbia to Clackamas Enhanced Transit Project

Airport Way Foster Road

Capital construction of regional enhanced transit project reflecting Multnomah County portion of corridor connects with Clackamas County 172nd Transit Project

2028-2040

No



DOCUMENT: EAST METRO CONNECTIONS PLAN Date: June 2012

Purpose: “The East Metro Connections Plan analyzed present and future transportation challenges and presents

solutions that reflect community values.” It recommends investments and projects to be advanced in the Regional

Transportation Plan amendment to “advance economic and community development.”

Study Area: Gresham, Wood Village, Fairview, Troutdale

Figure 8. East Metro Connections Plan Study Area

Key Elements: The East Metro Connection Plan includes Action Plan Projects, which are recommended to be advanced

in the Regional Transportation Plan amendment, reflecting prioritization of projects based on current and future needs.

The projects in the study area are included in the table below. As indicated Table 3, these projects are all included in the

2018 RTP project list.

Table 3. Action Plan Projects

RTP ID Actions Catalyst? Funded Phase I Phase II Phase III Cost

10460 SE 174th N/S Improvements Giese – 174/Jenne

Yes X $$$$

10463 Foster Rd Extension (north) Jenne – 172nd

Yes

x

$$$

10464 Giese Rd. Extension (182-172) X $$$

10465 172nd Ave. improvements (Giese to Foster)

X $$$

10466 172nd Ave. Improvements (Foster to Cheldelin)

X $$

SUMMARY TABLE

Table 4 provides a summary of key information from all the documents reviewed.



Table 4. Document Summary

Document

(Year) Goals/Objectives Planned Projects Bike Ped Transit

Pleasant Valley Concept Plan (2002)

A. Create a community

B. Create a town center as the heart of the community

C. Integrate schools and civic uses into the community

D. Celebrate Pleasant Valley’s cultural and natural history

E. Preserve, restore and enhance natural resources

F. Use “green” development practices

G. Locate and develop parks and open spaces throughout the

community

H. Provide transportation choices

I. Provide housing choices

J. Provide and coordinate opportunities to work in and near

Pleasant Valley

172nd Avenue extension north to Giese Rd

Giese Rd west to Foster Rd

Clatsop St west to Cheldelin Rd

182nd Ave south to Chaldelin Rd

Butler Rd west to 190th Ave

Sager Rd east to Foster Rd

Long-term arterial connection from 172nd to 190th

Avenue south of the study area

Downgrade Foster and Richey roads to serve as local

access streets

Street cross-sections including bike lanes on all roadways

Street cross-sections including sidewalks on all roadways

Transit streets:

172nd Ave

Giese Rd

182nd Ave

190th Ave

New east/west collector south of

Giese Rd

Clatsop St/Cheldelin Rd

Pleasant Valley Transportation System Plan (TSP)

Goal: Pleasant Valley will be a community where a wide range of safe and convenient transportation choices are provided.

Same extensions and connections called out in the concept plan.

Series of trails to interconnect parks and open spaces.

Pedestrian districts in town center, neighborhood centers, employment districts, and along transit streets.

Provide regional and community transit service on key roads in Pleasant Valley, with direct connections to Happy Valley, Clackamas regional center, Damascus, Lents, Gresham, the Columbia Corridor and downtown Portland. Transit streets same as concept plan.

Happy Valley TSP

Livability

Mobility

Multi-Modal Travel

Safety

Evaluation

Accessibility

Cooperation

Goods Movement

Interchange Management Areas

172nd Avenue/190th Drive Corridor Management Plan

Extension of SE Clatsop Street to the east to SE

Foster Road

Extension of SE Sager Road to the east to SE Foster

Road

SE 172nd/190th Connector

New east/west roadway parallel to SE 172nd Avenue

to the east

SE 162nd Avenue connection between SE Hagen

Road and SE Sager Road

Mt Scott/Scouter Loop Trail and bicycle facilities on key roadways.

Mt Scott/Scouter Loop Trail and pedestrian facilities along roadways.

Proposed transit route on SE 172nd Avenue, providing a connection to the planned major employment center north of Highway 212. It also recommends bringing all of Happy Valley city limits into the TriMet district.



Document


Gresham TSP

Accessibility

Economic Development

Efficiency

Environmental Stewardship

Healthy Equity

Livability

Mobility

Safety

Sustainable Funding

References Happy Valley TSP References Happy Valley TSP References Happy Valley TSP References Happy Valley TSP

Clackamas County TSP

Goal 1: Provide a transportation system that optimizes benefits to

the environment, the economy and the community

Goal 2: Plan the transportation system to create a prosperous

and adaptable economy and further the economic well-being of

businesses and residents of the County.

Goal 3: Tailor transportation solutions to suit the diversity of local

communities.

Goal 4: Promote a transportation system that maintains or

improves our safety, health, and security.

Goal 5: Provide an equitable transportation system.

Goal 6: Promote a fiscally responsible approach to protect and

improve the existing transportation system and implement a cost-

effective system to meet future needs.

Long term capital projects to improve and extend

Cheldelin Road (Project ID 3007 and 3008)

Long-term project to add bikeway, pedestrian

facilities, and turn lanes at major intersections to SE

162nd Avenue (Project ID 3002)

- - -

Multnomah County TSP

GOAL: To provide a safe and efficient transportation network for all

modes of travel that serves the rural areas of the County and achieves

the following objectives:

1. Implement a transportation system that is safe and efficient in

meeting the needs of area residents.

2. Implement a balanced transportation system that supports all

modes of travel.

3. Develop a transportation system that supports the rural character

of unincorporated Multnomah County.

4. Develop a transportation system the supports a healthy economy.

5. Provide transportation improvements in a timely manner according

to funding capability.

6. Reduce vehicle traffic on rural County roadways caused by those

traveling through the area.

-

Foster Road: Jenne to County Line - Provide separation for bicycles where warranted and/or feasible. Improvements could include narrow shoulders (3‐4 feet) to full width shoulders (6 feet) in on or both directions or could include minimal improvements such as uphill bicycle climbing lanes or intermittent bicycle pull-outs. Solutions can be used for pedestrian use (i.e. shoulders). See also Springwater Master Plan Transportation System Plan (September 2005, Gresham).

- -



Document


Metro Powell/Foster Corridor Refinement Plan

Cost-effectiveness

Impacts to neighborhoods and the environment

Preservation of the through movement function of the alternatives

Safety

Opportunities for access management

Jenne Road or new SE 174th Avenue (between Giese Road extension and Foster Road)

Provide bike lanes on Jenne Road or new SE 174th Avenue extension

Provide sidewalks on Jenne Road or new SE 174th Avenue extension

Improve north/south bus service to connect employment areas in the Columbia Corridor, Pleasant Valley and Damascus Town Centers, and Gresham and Clackamas regional centers.

Metro Regional Transportation Plan

1. Foster Vibrant Communities and Efficient Urban Form

2. Sustain Economic Competitiveness and Prosperity

3. Expand Transportation Choices

4. Emphasize Effective and Efficient Management of the

Transportation System

5. Enhance Safety and Security

6. Promote Environmental Stewardship

7. Enhance Human Health

8. Ensure Equity

9. Ensure Fiscal Stewardship

10. Deliver Accountability

See Table 2 for full project list See Table 2 for full project list See Table 2 for full project list See Table 2 for full project list

East Metro Connections Plan

-

Action plan projects:

SE 174th N/S Improvements Giese – 174/Jenne

Foster Rd Extension (north) Jenne – 172nd

Giese Rd. Extension (182-172)

172nd Ave. improvements (Giese to Foster)

172nd Ave. Improvements (Foster to Cheldelin)

- - -



KEY FINDINGS AND NEXT STEPS

Based on the document review, planned projects were identified in the study area to model in the future planned analysis

conducted for the project, shown in Figure 9. The projects identified are consistent with the Pleasant Valley Concept Plan

and TSP. The SE 174th extension north of SE Giese Road is included in the Metro RTP project list, but is excluded from

the analysis to assess the sufficiency of current planned projects without this connection.

Figure 9: Future Network

In addition, common themes were identified throughout the goals and performance metrics for the plans, which guided

the development of project goals, objectives, and evaluation criteria for the Pleasant Valley TSP Refinement Project.

Appendix F Travel Demand Model Results

© OpenStreetMap contributors.

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1.5

1.0

1.5

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.5

1.0

1.5

1.5

1.0

1.5


100

100

100

100

100

0

0

100

100

100

100

1000

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1509

217

237

578

237

392

758294

583

301

784

97

209

211

60

73

219

209

0 395

216

110

0277

2849

142

2697

2799

069

2809

118

0

110

118

56

176

142

2

1181 926504

869

1014

2022

3204

2824

21101897

67

2295

72

2022

0

1367

3003

3222

1407

2163 3584

9403

29179403

215

492

2099

21929328

12376

10921037

804

407 471

804471

804

1781

3679

96

366

392

68696

510

806

1698

9762

1532

1261

11

722454

100

263

351

129

327

39

10950

122

327

866

419

328

836

932

253

579

234

1303

1574

148

234

660

341

480

321

2347

2822

513

382

666

758

702

414

1034

577

109

15

420

2864

2446

433

358

423

269

30813222

1346

93

403

1428

1310

495

5

99

622

448

17801463

1597

2151

671

802

76

130

130

76

17

224

275

21209

278

773814

568670

656

239

688798

370 561

148

19562110

791

487

829

27692666

545 63

459

497

319

1177

319

891

1008

704

529559

414

602

172

635

1002

9161151

496

805

736

511

802

661

499

732

1006

425

452

1045

660

516

46

782

58

720

2857

2966

455

1006

2431

2255

678

621

650

140

2118

2401

130

23592013

55

1213

6

1170

283

1309

186

1004

104

286

19431401

1253

0

106663043

1567

2180

195

2074

2893

3007

38

380

1989

2719

0

2593

1986

0

0

788781

2313

15272677

21622795

1663

1868

0

1448

2145

1544

2330

1140

3260

8621163

1360970

2169

1554

114229

1256987

1229

1076

492728

1262

2982

23192751

1384

3

2814

305

1492

1291

2

66

36

20241626

361

2893

828

955

738

955

40

732

355

974

23517

517162

2661

366

349

3034

12

27242891

132

2765

1648

2837

209

2409

2302876

26422607

7

0

26482701

2114

1776

2324

1224

11

2947

2176

1126

23541142

922

415

153

933

2849

2284

32882613

0

2263

10

2

1

792

512

527

95

501

3319

2635

10

2886

742

660

57

414

0

0

24

0

81

47343758

275

37

246

1193

539

168

792

24

41

2386

1941

564

1858

10

745

1218

756

1040

1014

761

409

259

944

1296

10091220

1014

645

246

438

312

271

296

229

13615

353

229

296

2670

729

707

790

767

738

504 926

577781

3830

4751

471

303

446

46022791781

478

510

862

660

19691597

1982

1770

541

966

536

132

4520

1757

1058

7

10810

979

584

1179

9

1238

2

2114

2765

8283 16

66

11197

1241

7

1090

154

1238

2

1234

4

1112

1112

1222

2561

3007

2372

0

7638

2123

1051

822

1046717

510

518

286

827

392

411

2457

2239

3789

1947

1568

1164

1956

1383856

1018412197

122

61

1395

2431

2471

2730

1469

0

1395

1053

1241

7

2109

72

8

1363

1378

2942

3253

2526

2979

1647

1309

1884

616

828

1409

1297

2765

2587

1002

189

116

412

1248

1352991

1243

2150

1411

1061

1056 1157

1350 1211

1262

268

189

2158

0

0

4753

325

693

152

186

368

449

120

102

318

352

406

352

2074

1090

0

9762

9762

597

118

74155

2240

2699

2272

892

472

2877

153

357

2597

2049

0

2719

26 2455 1640

4116

4116

3095

1020

7321

7321

7321

4116

231

1323

1222

4612

3081

931

100

8

88

100

8

375

263

1222

398

140

574

161

78

224

271

407

767

496

239

186

683

661

147

190

302

500

408

1256

3830

4875

412

869

1870

1188

1193

952

1355

4023

3008

7321

327

399

73

186

303

0

0

0

0

0

00

0

0

0

0

0

0

761

0

0

0

0

0

0

1654

1760

00

0

0

2313

25791

2106

2303

6175

2024

1215

1008

745

1183

19

10

2795

2626

2139

2544

1901

108

52

2646

2636

760641

3623

7328

1428

3260

1001

900

12631014

7811263

276

27178

1772

408

649

487

0

0

312271

18572055

2

1

419

507

3011

824

660

1231

1189

2026

6 2274

464500

312

215

3

593

676

877

1017

1647

2093

542

507

491

521

1961

1969

1605

3299

2802

1885

1863

832

831

148

171

600

768

1535

1569

417

1907 2620

0

535

503

989

1084

1009

1053

246

312

786714

313

255

2843

2441

1089

14481336

1076

902

835

734

1010

1878

1703

56

261139

582

23

1231

6699

1584

1547

424

582

900

702

2672

2551

456

424 3111

2497

26201907

76 33

63

41

483

1123

1028

952

12391409

1245

1050

960 1006

50

1601

134

133

2204

386

35

25801911

2435

2067

2631

239

462

241290

0

13

13

539

353

738

820

1641

1754

2158

2700

33302495

268

1052

499

732

447

772

430

0194

2439

2368

93

174

671

341

266

496

767

639

359

314

1214

826

7848

928

3022 2167

2982

1705

1654

2186

126

1389

2650

231

171

1589

1442

2647

66

16

147137

0

0

4

0

2876590

2294

6

746

580

1185

1361

2325

4076

158

0

43

76

0

645

465

2556

25283324

1977

1352

563

1905

459

4711

1605

2386

317

172

107

2311

2719

22951770

673912

602

328

732

865

233

573

382

350

268

222

83196

699321

259

973571

389

645

648

2963

3058

2904

199

526

531

411

56

207

108

222

204

47

2986

1118

308

689

8121219

480

26

369

2197

55

141

17422287 229

104

75

93

2143

168

8

26152

183

453

610

264

411

406

18422175

3040

2519

301

317

317410

367

65

733

716

799

475

366

483

792

1605

2947

178

49

1986

2567

2523

2382

1944

1837

2668

3282

1685

70122

4761073

1819

69

1428

18211382

1151

1085

3144

164

2444

2489

95

207

2925

2484

3122

3265

268

133

16

38 24

16

2354

2551

2613

2281

2391

2541

451

209

1864

465

797

381

601

39

2000

546

1628

211

86

19561926

547

1571

1513

308

2639

1496

62

200

248

1857

1224

6

199

122 11

777

755

369369

124

285

801

278

865

1181

331

895

1746

1903

25632822

862

854

162

9441296

1059

699

145

233

478

939

425

2009

2105

2367

2772

121

203

813

487

869

1567

1421

587

531

619 2674

565245

118

0

2656

2507

758

695

582

926

851

504

345

173

1739

400

227

260

490

234

2691

2785

1667

2448

2044

304

254

18841948

2196

2757

19031808

277

537

27232573

3064

2032

2608

2381

2654

383628

16141701 1470

1451 14571823

1827

1984

2088

1741

510

954

1981

403

366

2944

3019

1518

2208

783

977

593

991

2874

3044

376

624

2552

2978

927

683

2796

1850

2795

3413

1919

1863

20253208

3030

30622814

1170

15151135

1468

3004

923

982

1086

2036

1070

1469

2506

1389

1868

2687

2423

585

745

285

2689

2571

2386

1726

2298

2631

2498

2184

65

104

146

63

2552

2660

2867 28072736

60

61

2490

1662

2178

2144

2024

946

2434

2168

1240

1604

925

1330

813

1604

1377

1128

2498

226

822

1280

45

46

26752747

2653

2589

2772

2106

1108

613

1584

1706

2296

84

186

2821

24352391

2350

248

455

2489

2432

2008

3103

461

146

2148

1960

1733

2535

2012

1847

2182

0

580

1164 1078

1337

1316

1630

19

790

20212769

2085

406

94171

84

93

9121352

11761010

1146

3293

2087

3172

2266

1579

1669

273624

19342593

1512

11981149

1590

2311

20241366

126

448

174486

2310

1742

1610

667

235

2814

102

1273

2321

1327

1899

2946

1051

29422904

409

1841175 340

741

683

588

464

879

1235

524

2013

2401

14631310

308121321090

356

1046

4

16191109

162

544

76

913

2362

410

204

275

2379

1491

1682

0

0

269

3237

2195

662

0

1820

0

212401

24833075

14

1409

718736

1365

188

72

1498

28

255

2830

2812

162

134

67

244

109

0

923

2313

0

00

0

0

0

2045

760

826

2746

3

107

2439

2645

620

1048

23842316

4401161

2168 1536

724

1491

2062

375 476

685

407

685

685

407

1768

1030

1849

2765

2765

2054

977

814 757

0

351

33242528

241

773573

2649

1820

493

646

18612386

0

2303

275

410

562

235

117124

622

982

82212

525

0

210

1092

563

158

628

173

1 205

626

591

966

790

217

308

607

2

497

791

1176 9701010

1140

80642490 275

768

768

8042772

15693623

3304

65

13761849

675

2279

1191

882

832804

97

201

656

597

2019

2161

72137

153

122

432

683432

7

632

203

2211

1224

990

3235

3001

1279

2958

2925

2283 2136

2574

997

1312

2795

2220

72

815

594

109

222

3942

4571

425

561

471 748

147

186

299

558

315

693

5841001

983

0

2837

2563

1210944

374

551

2486

2026

230

19181820

990

823

903

899

4125

2089

1164

1568

1495

1883

1320

1776

2125

3027

2063

489

1526

5932279

666

669

3491

669

669

0

1299

1689

642

15693623

1689

1689

7328

145

447

447

145

4734

3988

1371

689642

120

782332

120

1444

1337

332

0

0

0

0

47

0

117

0

117

117

0

675

1222

593

0

00

0

0

593

593

4116

2753348

7328797

6524

1708

0

972 145

616

166

808

805

161

192

174

710

259

160

1073

370

897

95

650

Appendix G Signal Warrant Analysis

Signal Warrant Assessment

Based on 2009 Edition of the MUTCD

Project #:

Project Name:

Analyst:

Date:

Intersection: Warrant Name Analyzed? Met?

Scenario: #1 Eight-Highest Yes Yes

#2 Four-Hour Yes Yes

1.0 #3 Peak Hour Yes Yes

Minor

Major

1

1

Yes

No Select Type Of Major Street Approach From Dropdown Menu

70% Select Type Of Minor Street Approach From Dropdown Menu

Peak Hour

Note: traffic volume profile for weekday (if weekend is desired, tab "vol profile" needs to be adjusted)

Begin End EB WB NB SB Begin End EB WB NB SB

12:00 AM 1:00 AM 1 5:00 PM 6:00 PM 857 485 231 0 1.00 1.00

1:00 AM 2:00 AM 2 811 459 206 0 0.95 0.89

2:00 AM 3:00 AM 3 800 453 179 0 0.93 0.77

3:00 AM 4:00 AM 4 766 433 176 0 0.89 0.76

4:00 AM 5:00 AM 5 754 427 156 0 0.88 0.68

5:00 AM 6:00 AM 6 754 427 154 0 0.88 0.67

6:00 AM 7:00 AM 7 720 407 149 0 0.84 0.65

7:00 AM 8:00 AM 8 708 401 137 0 0.83 0.59

8:00 AM 9:00 AM 9 686 388 129 0 0.80 0.56

9:00 AM 10:00 AM 10 640 362 124 0 0.75 0.54

10:00 AM 11:00 AM 11 617 349 122 0 0.72 0.53

11:00 AM 12:00 PM 12 606 343 122 0 0.71 0.53

12:00 PM 1:00 PM 13 583 330 119 0 0.68 0.52

1:00 PM 2:00 PM 14 503 285 99 0 0.59 0.43

2:00 PM 3:00 PM 15 400 226 97 0 0.47 0.42

3:00 PM 4:00 PM 16 377 213 70 0 0.44 0.30

4:00 PM 5:00 PM 17 263 149 70 0 0.31 0.30

5:00 PM 6:00 PM 18 217 123 47 0 0.25 0.20

6:00 PM 7:00 PM 19 114 65 30 0 0.13 0.13

7:00 PM 8:00 PM 20 80 45 25 0 0.09 0.11

8:00 PM 9:00 PM 21 69 39 12 0 0.08 0.05

9:00 PM 10:00 PM 22 46 26 10 0 0.05 0.04

10:00 PM 11:00 PM 23 23 13 10 0 0.03 0.04

11:00 PM 12:00 AM 24 23 13 7 0 0.03 0.03

*This signal warrant shall be applied only in unusual cases,

such as office complexes, manufacturing plants, industrial

complexes, or high-occupancy vehicle facilities that attract or

discharge large numbers of vehicles over a short time.

Volume Adjustment Factor =

Peak Hour or Daily Count?

21593

Pleasant Valley TSP

KZP

11/28/2017

Major St.

Adj. Factor

Minor St.

Adj. Factor

SE Foster Road/SE Giese Road

2040 No-Build Volumes

Traffic Volumes

Hour Major Street Minor StreetMajor Street Minor Street

Hourly Rank

North-South Approach =

East-West Approach =

Major Street Thru Lanes =

Minor Street Thru Lanes =

Hour

Traffic Volumes

Speed > 40 mph?

Population < 10,000?

Warrant Factor

10th Highest Hour

Urban Minor Arterial

Rural Major Collector

2nd Highest Hour

3rd Highest Hour

4th Highest Hour

12th Highest Hour

13th Highest Hour

14th Highest Hour

15th Highest Hour

16th Highest Hour

5th Highest Hour

6th Highest Hour

7th Highest Hour

8th Highest Hour

9th Highest Hour

23rd Highest Hour

24th Highest Hour

Warrant Summary

17th Highest Hour

18th Highest Hour

19th Highest Hour

20th Highest Hour

21st Highest Hour

22nd Highest Hour

11th Highest Hour

Data Input

Begin End EB WB NB SB

5:00 PM 6:00 PM 857 485 231 0 1342 231 75 Yes

2nd Highest Hour 811 459 206 0 1270 206 75 Yes

3rd Highest Hour 800 453 179 0 1253 179 75 Yes

4th Highest Hour 766 433 176 0 1199 176 75 Yes










14th Highest Hour 503 285 99 0 787 99 121 No







21st Highest Hour 69 39 12 0 107 12 426 No

22nd Highest Hour 46 26 10 0 72 10 450 No

23rd Highest Hour 23 13 10 0 36 10 475 No


13

Number of lanes for moving traffic on each approach (Major Street) 1

Number of lanes for moving traffic on each approach (Minor Street) 1

Warrant Factor 70%

Row Index for VLOOKUP 5

Index Major Street Minor Street Break Point x2 x c alt

1 1 1 1490 0.00021 0.74456 737.483 100

2 2 or more 1 1940 0.00016 0.69501 820.599 100

3 2 or more 2 or more 1670 0.00021 0.88413 1051.357 150

4 1 2 or more 1490 0.00018 0.74004 840.841 150

5 1 1 1090 0.00030 0.72083 500.179 75

6 2 or more 1 1290 0.00027 0.74307 590.636 75

7 2 or more 2 or more 1190 0.00030 0.88720 740.149 100

8 1 2 or more 1090 0.00033 0.83500 619.667 100

NB SB

Total Stopped Delay Per Vehicle On Minor Approach (sec) 212.5 0.0

Number Of Lanes On Minor Street Approach 1 0

Vehicle-Hours Of Stopped Delay On Minor Approach 13.64 0.00

Yes No

Volume on Minor Street Approach During Same Hour 231 0

Yes No

Total Entering Volume On All Approaches During Same Hour 1573

Number of Approaches to Intersection 3

Yes

Higher Minor

Street

Condition A Criteria

Lookup Table

10

0%

Fa

cto

r7

0%

Fa

cto

r

Is Warrant #3 met based on the

applicable warrant factor?Yes

YesIs Warrant #3 met based on Condition A

criteria?

Traffic Volumes

Combined Major

Street

Hour Major Street Minor Street

Calculations

Is Threshold

Met?Threshold

War #3 - Peak HR



Project #:

Project Name:

Analyst:

Date:





Minor

Major

1

1

No



Peak Hour


Begin End EB WB NB SB Begin End EB WB NB SB

12:00 AM 1:00 AM 1 5:00 PM 6:00 PM 564 429 444 0 1.00 1.00

1:00 AM 2:00 AM 2 534 406 396 0 0.95 0.89

2:00 AM 3:00 AM 3 526 400 344 0 0.93 0.77

3:00 AM 4:00 AM 4 504 383 339 0 0.89 0.76

4:00 AM 5:00 AM 5 496 378 301 0 0.88 0.68

5:00 AM 6:00 AM 6 496 378 296 0 0.88 0.67

6:00 AM 7:00 AM 7 474 360 286 0 0.84 0.65

7:00 AM 8:00 AM 8 466 355 263 0 0.83 0.59

8:00 AM 9:00 AM 9 451 343 248 0 0.80 0.56

9:00 AM 10:00 AM 10 421 320 239 0 0.75 0.54

10:00 AM 11:00 AM 11 406 309 234 0 0.72 0.53

11:00 AM 12:00 PM 12 399 303 234 0 0.71 0.53

12:00 PM 1:00 PM 13 384 292 229 0 0.68 0.52

1:00 PM 2:00 PM 14 331 252 191 0 0.59 0.43

2:00 PM 3:00 PM 15 263 200 186 0 0.47 0.42

3:00 PM 4:00 PM 16 248 189 134 0 0.44 0.30

4:00 PM 5:00 PM 17 173 132 134 0 0.31 0.30

5:00 PM 6:00 PM 18 143 109 91 0 0.25 0.20

6:00 PM 7:00 PM 19 75 57 57 0 0.13 0.13

7:00 PM 8:00 PM 20 53 40 48 0 0.09 0.11

8:00 PM 9:00 PM 21 45 34 24 0 0.08 0.05

9:00 PM 10:00 PM 22 30 23 19 0 0.05 0.04

10:00 PM 11:00 PM 23 15 11 19 0 0.03 0.04

11:00 PM 12:00 AM 24 15 11 14 0 0.03 0.03







21593

Pleasant Valley TSP

KZP

11/28/2017

Major St.

Adj. Factor

Minor St.

Adj. Factor

SE Giese Road/SE 172nd Avenue


Traffic Volumes


Hourly Rank





Hour

Traffic Volumes

Speed > 40 mph?


Warrant Factor

10th Highest Hour



2nd Highest Hour

3rd Highest Hour

4th Highest Hour

12th Highest Hour

13th Highest Hour

14th Highest Hour

15th Highest Hour

16th Highest Hour

5th Highest Hour

6th Highest Hour

7th Highest Hour

8th Highest Hour

9th Highest Hour

23rd Highest Hour

24th Highest Hour

Warrant Summary

17th Highest Hour

18th Highest Hour

19th Highest Hour

20th Highest Hour

21st Highest Hour

22nd Highest Hour

11th Highest Hour

Data Input

Begin End EB WB NB SB

5:00 PM 6:00 PM 564 429 444 0 993 444 209 Yes
























7



Warrant Factor 100%



1 1 1 1490 0.00021 0.74456 737.483 100

2 2 or more 1 1940 0.00016 0.69501 820.599 100

3 2 or more 2 or more 1670 0.00021 0.88413 1051.357 150

4 1 2 or more 1490 0.00018 0.74004 840.841 150

5 1 1 1090 0.00030 0.72083 500.179 75

6 2 or more 1 1290 0.00027 0.74307 590.636 75

7 2 or more 2 or more 1190 0.00030 0.88720 740.149 100

8 1 2 or more 1090 0.00033 0.83500 619.667 100

NB SB




Yes No


Yes No



Yes

Higher Minor

Street


Lookup Table

10

0%

Fa

cto

r7

0%

Fa

cto

r




criteria?

Traffic Volumes

Combined Major

Street


Calculations

Is Threshold

Met?Threshold

War #3 - Peak HR



Project #:

Project Name:

Analyst:

Date:





Major

Minor

2

1

No



Peak Hour


Begin End NB SB EB WB Begin End NB SB EB WB

12:00 AM 1:00 AM 1 5:00 PM 6:00 PM 1050 1325 412 628 1.00 1.00

1:00 AM 2:00 AM 2 994 1254 368 560 0.95 0.89

2:00 AM 3:00 AM 3 980 1237 319 486 0.93 0.77

3:00 AM 4:00 AM 4 938 1184 315 479 0.89 0.76

4:00 AM 5:00 AM 5 924 1166 279 425 0.88 0.68

5:00 AM 6:00 AM 6 924 1166 275 419 0.88 0.67

6:00 AM 7:00 AM 7 882 1113 266 405 0.84 0.65

7:00 AM 8:00 AM 8 868 1095 244 371 0.83 0.59

8:00 AM 9:00 AM 9 840 1060 230 351 0.80 0.56

9:00 AM 10:00 AM 10 784 989 222 338 0.75 0.54

10:00 AM 11:00 AM 11 756 954 217 331 0.72 0.53

11:00 AM 12:00 PM 12 742 936 217 331 0.71 0.53

12:00 PM 1:00 PM 13 714 901 213 324 0.68 0.52

1:00 PM 2:00 PM 14 616 777 177 270 0.59 0.43

2:00 PM 3:00 PM 15 490 618 173 263 0.47 0.42

3:00 PM 4:00 PM 16 462 583 124 189 0.44 0.30

4:00 PM 5:00 PM 17 322 406 124 189 0.31 0.30

5:00 PM 6:00 PM 18 266 336 84 128 0.25 0.20

6:00 PM 7:00 PM 19 140 177 53 81 0.13 0.13

7:00 PM 8:00 PM 20 98 124 44 68 0.09 0.11

8:00 PM 9:00 PM 21 84 106 22 34 0.08 0.05

9:00 PM 10:00 PM 22 56 71 18 27 0.05 0.04

10:00 PM 11:00 PM 23 28 35 18 27 0.03 0.04

11:00 PM 12:00 AM 24 28 35 13 20 0.03 0.03







21593

Pleasant Valley TSP

KZP

11/28/2017

Major St.

Adj. Factor

Minor St.

Adj. Factor

SE Giese Road/SE 172nd Avenue


Traffic Volumes


Hourly Rank





Hour

Traffic Volumes

Speed > 40 mph?


Warrant Factor

10th Highest Hour



2nd Highest Hour

3rd Highest Hour

4th Highest Hour

12th Highest Hour

13th Highest Hour

14th Highest Hour

15th Highest Hour

16th Highest Hour

5th Highest Hour

6th Highest Hour

7th Highest Hour

8th Highest Hour

9th Highest Hour

23rd Highest Hour

24th Highest Hour

Warrant Summary

17th Highest Hour

18th Highest Hour

19th Highest Hour

20th Highest Hour

21st Highest Hour

22nd Highest Hour

11th Highest Hour

Data Input

Begin End NB SB EB WB

5:00 PM 6:00 PM 1050 1325 412 628 2375 628 100 Yes
























15



Warrant Factor 100%



1 1 1 1490 0.00021 0.74456 737.483 100

2 2 or more 1 1940 0.00016 0.69501 820.599 100

3 2 or more 2 or more 1670 0.00021 0.88413 1051.357 150

4 1 2 or more 1490 0.00018 0.74004 840.841 150

5 1 1 1090 0.00030 0.72083 500.179 75

6 2 or more 1 1290 0.00027 0.74307 590.636 75

7 2 or more 2 or more 1190 0.00030 0.88720 740.149 100

8 1 2 or more 1090 0.00033 0.83500 619.667 100

EB WB




Yes Yes


Yes Yes



Yes

Higher Minor

Street


Lookup Table

10

0%

Fa

cto

r7

0%

Fa

cto

r




criteria?

Traffic Volumes

Combined Major

Street


Calculations

Is Threshold

Met?Threshold

War #3 - Peak HR



Project #:

Project Name:

Analyst:

Date:





Major

Minor

1

1

No



Peak Hour


Begin End NB SB EB WB Begin End NB SB EB WB

12:00 AM 1:00 AM 1 5:00 PM 6:00 PM 291 501 412 173 1.00 1.00

1:00 AM 2:00 AM 2 275 474 368 154 0.95 0.89

2:00 AM 3:00 AM 3 272 468 319 134 0.93 0.77

3:00 AM 4:00 AM 4 260 448 315 132 0.89 0.76

4:00 AM 5:00 AM 5 256 441 279 117 0.88 0.68

5:00 AM 6:00 AM 6 256 441 275 115 0.88 0.67

6:00 AM 7:00 AM 7 244 421 266 112 0.84 0.65

7:00 AM 8:00 AM 8 241 414 244 102 0.83 0.59

8:00 AM 9:00 AM 9 233 401 230 97 0.80 0.56

9:00 AM 10:00 AM 10 217 374 222 93 0.75 0.54

10:00 AM 11:00 AM 11 210 361 217 91 0.72 0.53

11:00 AM 12:00 PM 12 206 354 217 91 0.71 0.53

12:00 PM 1:00 PM 13 198 341 213 89 0.68 0.52

1:00 PM 2:00 PM 14 171 294 177 74 0.59 0.43

2:00 PM 3:00 PM 15 136 234 173 73 0.47 0.42

3:00 PM 4:00 PM 16 128 220 124 52 0.44 0.30

4:00 PM 5:00 PM 17 89 154 124 52 0.31 0.30

5:00 PM 6:00 PM 18 74 127 84 35 0.25 0.20

6:00 PM 7:00 PM 19 39 67 53 22 0.13 0.13

7:00 PM 8:00 PM 20 27 47 44 19 0.09 0.11

8:00 PM 9:00 PM 21 23 40 22 9 0.08 0.05

9:00 PM 10:00 PM 22 16 27 18 7 0.05 0.04

10:00 PM 11:00 PM 23 8 13 18 7 0.03 0.04

11:00 PM 12:00 AM 24 8 13 13 6 0.03 0.03







21593

Pleasant Valley TSP

KZP

11/28/2017

Major St.

Adj. Factor

Minor St.

Adj. Factor

SE Foster Road/SE 172nd Avneue


Traffic Volumes


Hourly Rank





Hour

Traffic Volumes

Speed > 40 mph?


Warrant Factor

10th Highest Hour



2nd Highest Hour

3rd Highest Hour

4th Highest Hour

12th Highest Hour

13th Highest Hour

14th Highest Hour

15th Highest Hour

16th Highest Hour

5th Highest Hour

6th Highest Hour

7th Highest Hour

8th Highest Hour

9th Highest Hour

23rd Highest Hour

24th Highest Hour

Warrant Summary

17th Highest Hour

18th Highest Hour

19th Highest Hour

20th Highest Hour

21st Highest Hour

22nd Highest Hour

11th Highest Hour

Data Input

Begin End NB SB EB WB

5:00 PM 6:00 PM 291 501 412 173 792 412 282 Yes
























3



Warrant Factor 100%



1 1 1 1490 0.00021 0.74456 737.483 100

2 2 or more 1 1940 0.00016 0.69501 820.599 100

3 2 or more 2 or more 1670 0.00021 0.88413 1051.357 150

4 1 2 or more 1490 0.00018 0.74004 840.841 150

5 1 1 1090 0.00030 0.72083 500.179 75

6 2 or more 1 1290 0.00027 0.74307 590.636 75

7 2 or more 2 or more 1190 0.00030 0.88720 740.149 100

8 1 2 or more 1090 0.00033 0.83500 619.667 100

EB WB




Yes Yes


Yes Yes



Yes

Higher Minor

Street


Lookup Table

10

0%

Fa

cto

r7

0%

Fa

cto

r




criteria?

Traffic Volumes

Combined Major

Street


Calculations

Is Threshold

Met?Threshold

War #3 - Peak HR

Appendix H Future Planned Traffic Conditions

Pleasant Valley TSP Refinement Future No-Build Conditions, Weekday AM Peak Hour


Pleasant Valley TSP Refinement 10/04/2017 Future No-Build Conditions, Weekday AM Peak Hour Synchro 9 Report




v/c Ratio 1.04 0.42 0.33 0.61 1.11 1.13 0.63 0.54 0.43 0.93

Control Delay 181.2 26.3 2.6 80.9 99.0 148.9 48.6 15.6 92.5 96.0

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 181.2 26.3 2.6 80.9 99.0 148.9 48.6 15.6 92.5 96.0

Queue Length 50th (ft) ~72 181 8 69 ~919 ~282 250 110 18 212

Queue Length 95th (ft) #179 238 45 125 #1177 #466 360 207 #51 #379







Reduced v/c Ratio 1.04 0.42 0.33 0.49 1.11 1.13 0.63 0.52 0.43 0.92











Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) 3% -2% -1% 1%

Total Lost time (s) 3.5 5.3 5.3 3.5 5.3 3.5 5.0 5.0 3.5 5.0

Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.96

Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1514 2941 1316 1508 1570 1544 1579 1355 1485 1493

Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1514 2941 1316 1508 1570 1544 1579 1355 1485 1493


Adj. Flow (vph) 73 575 317 78 835 48 268 311 375 20 186 57



Confl. Peds. (#/hr) 7 10 10 7 8 23 23 8

Confl. Bikes (#/hr) 1 1

Heavy Vehicles (%) 2% 5% 5% 5% 5% 5% 2% 5% 4% 5% 5% 5%

Turn Type Prot NA pt+ov Prot NA Prot NA pt+ov Prot NA

Protected Phases 5 2 2 3 1 6 3 8 8 1 7 4

Permitted Phases




Clearance Time (s) 3.5 5.3 3.5 5.3 3.5 5.0 3.5 5.0

Vehicle Extension (s) 3.0 4.0 3.0 4.0 3.0 3.5 3.0 3.5

Lane Grp Cap (vph) 69 1362 859 127 787 235 490 583 28 264

v/s Ratio Prot c0.05 0.20 0.16 0.05 c0.56 c0.17 0.20 0.19 0.01 c0.16

v/s Ratio Perm

v/c Ratio 1.06 0.42 0.25 0.61 1.12 1.14 0.63 0.44 0.71 0.89

Uniform Delay, d1 67.2 25.3 10.1 62.3 35.1 59.8 41.7 28.2 68.8 56.6



Delay (s) 192.5 25.5 10.4 70.8 105.6 161.6 44.5 28.8 129.3 85.4

Level of Service F C B E F F D C F F

Approach Delay (s) 33.2 102.7 71.2 88.7

Approach LOS C F E F


HCM 2000 Control Delay 70.6 HCM 2000 Level of Service E












v/c Ratio 0.74 0.34 0.80 0.41 0.82 0.87

Control Delay 20.1 7.8 44.2 7.0 59.1 31.7

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 20.1 7.8 44.2 7.0 59.1 31.7


Queue Length 95th (ft) #391 171 405 66 255 241







Reduced v/c Ratio 0.66 0.27 0.54 0.32 0.43 0.63









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Grade (%) 5% -5% -2%

Total Lost time (s) 3.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 0.85 1.00 0.85

Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1484 1532 1626 1369 1508 1349

Flt Permitted 0.26 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 408 1532 1626 1369 1508 1349


Adj. Flow (vph) 487 354 403 239 243 435




Heavy Vehicles (%) 3% 5% 4% 5% 5% 5%

Turn Type pm+pt NA NA Perm Prot Perm


Permitted Phases 2 6 4




Clearance Time (s) 3.0 5.0 5.0 5.0 5.0 5.0


Lane Grp Cap (vph) 651 1060 513 431 296 265

v/s Ratio Prot c0.26 0.23 0.25 c0.16

v/s Ratio Perm c0.26 0.06 0.15

v/c Ratio 0.75 0.33 0.79 0.19 0.82 0.75

Uniform Delay, d1 11.9 5.5 28.0 22.5 34.6 34.1



Delay (s) 16.1 5.6 35.2 22.5 50.4 44.3

Level of Service B A D C D D


Approach LOS B C D









4: SE Foster Road & SE Giese Rd 11/28/2017



Lane Group EBT WBT NBL NBR

Lane Group Flow (vph) 626 386 225 76

v/c Ratio 0.72 0.45 0.55 0.18

Control Delay 13.2 9.2 20.9 5.7

Queue Delay 0.0 0.0 0.0 0.0

Total Delay 13.2 9.2 20.9 5.7

Queue Length 50th (ft) 83 51 43 0



Turn Bay Length (ft) 150

Base Capacity (vph) 1159 1194 638 626

Starvation Cap Reductn 0 0 0 0

Spillback Cap Reductn 0 0 0 0

Storage Cap Reductn 0 0 0 0

Reduced v/c Ratio 0.54 0.32 0.35 0.12







Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Grade (%) -5% 0% -5%

Total Lost time (s) 4.5 4.5 4.5 4.5

Lane Util. Factor 1.00 1.00 1.00 1.00

Frt 0.94 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1536 1618 1545 1409

Flt Permitted 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1536 1618 1545 1409


Adj. Flow (vph) 358 268 0 386 225 76



Heavy Vehicles (%) 2% 6% 2% 2% 4% 2%

Turn Type NA NA Prot Perm

Protected Phases 2 6 4


Actuated Green, G (s) 24.5 24.5 12.1 12.1

Effective Green, g (s) 24.5 24.5 12.1 12.1

Actuated g/C Ratio 0.54 0.54 0.27 0.27

Clearance Time (s) 4.5 4.5 4.5 4.5

Vehicle Extension (s) 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 825 869 409 373

v/s Ratio Prot c0.38 0.24 c0.15

v/s Ratio Perm 0.01

v/c Ratio 0.70 0.44 0.55 0.05

Uniform Delay, d1 7.8 6.4 14.4 12.5

Progression Factor 1.00 1.00 1.00 1.00

Incremental Delay, d2 2.7 0.4 1.6 0.1

Delay (s) 10.6 6.8 16.0 12.5

Level of Service B A B B


Approach LOS B A B


HCM 2000 Control Delay 10.5 HCM 2000 Level of Service B







5: SE 172nd Avenue & SE Giese Rd 11/28/2017



Lane Group EBT EBR WBL WBT NBL NBR


v/c Ratio 0.41 0.37 0.25 0.23 0.50 0.43

Control Delay 15.7 4.5 7.4 7.0 18.6 5.5

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 15.7 4.5 7.4 7.0 18.6 5.5









Reduced v/c Ratio 0.30 0.30 0.25 0.17 0.29 0.30



5: SE 172nd Avenue & SE Giese Rd 11/28/2017




Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00

Satd. Flow (prot) 1618 1375 1537 1618 1537 1375

Flt Permitted 1.00 1.00 0.47 1.00 0.95 1.00

Satd. Flow (perm) 1618 1375 756 1618 1537 1375


Adj. Flow (vph) 220 223 124 194 199 223



Turn Type NA Perm pm+pt NA Prot Perm






Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5


Lane Grp Cap (vph) 525 446 479 858 393 351

v/s Ratio Prot c0.14 0.03 c0.12 c0.13

v/s Ratio Perm 0.05 0.11 0.04

v/c Ratio 0.42 0.16 0.26 0.23 0.51 0.16

Uniform Delay, d1 11.1 10.2 5.3 5.3 13.4 12.2



Delay (s) 11.7 10.3 5.6 5.4 14.5 12.4

Level of Service B B A A B B


Approach LOS B A B





Intersection Capacity Utilization 41.8% ICU Level of Service A







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR


v/c Ratio 0.57 0.83 0.05 0.62 0.65 0.50 0.04 0.89 0.26 0.86 0.37 0.13

Control Delay 43.0 76.6 0.3 45.7 63.6 10.8 27.4 47.5 15.3 57.8 15.1 2.5

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 43.0 76.6 0.3 45.7 63.6 10.8 27.4 47.5 15.3 57.8 15.1 2.5

Queue Length 50th (ft) 123 234 0 116 174 0 6 504 43 170 170 0

Queue Length 95th (ft) 190 #373 0 180 264 75 21 612 97 #321 214 26


Turn Bay Length (ft) 150 150 150 150 150 150 150 150

Base Capacity (vph) 327 363 367 301 373 476 306 1446 662 349 2178 1008

Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0

Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0

Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0

Reduced v/c Ratio 0.52 0.69 0.04 0.53 0.52 0.45 0.04 0.75 0.22 0.74 0.31 0.11









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) 4% -2% 4% -4%

Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1506 1585 1347 1508 1634 1362 1536 3012 1297 1523 3105 1389

Flt Permitted 0.40 1.00 1.00 0.32 1.00 1.00 0.39 1.00 1.00 0.10 1.00 1.00

Satd. Flow (perm) 633 1585 1347 501 1634 1362 638 3012 1297 162 3105 1389


Adj. Flow (vph) 170 249 16 161 193 214 11 1079 147 259 676 115



Heavy Vehicles (%) 2% 2% 2% 5% 2% 4% 0% 2% 6% 5% 3% 3%

Turn Type pm+pt NA Perm pm+pt NA Perm Perm NA Perm pm+pt NA Perm

Protected Phases 7 4 3 8 2 1 6

Permitted Phases 4 4 8 8 2 2 6 6

Actuated Green, G (s) 41.1 25.3 25.3 39.1 24.3 24.3 53.7 53.7 53.7 78.3 78.3 78.3

Effective Green, g (s) 41.1 25.3 25.3 39.1 24.3 24.3 53.7 53.7 53.7 78.3 78.3 78.3

Actuated g/C Ratio 0.31 0.19 0.19 0.30 0.18 0.18 0.41 0.41 0.41 0.59 0.59 0.59

Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 301 304 258 261 301 250 259 1226 528 303 1843 824

v/s Ratio Prot 0.07 c0.16 c0.07 0.12 0.36 c0.13 0.22

v/s Ratio Perm 0.11 0.00 0.11 0.03 0.02 0.08 c0.38 0.05

v/c Ratio 0.56 0.82 0.01 0.62 0.64 0.16 0.04 0.88 0.19 0.85 0.37 0.08

Uniform Delay, d1 35.6 51.1 43.2 37.2 49.8 45.2 23.6 36.1 25.2 34.0 13.9 11.5

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 2.4 15.6 0.0 4.3 4.6 0.3 0.1 7.6 0.2 20.3 0.1 0.0

Delay (s) 38.1 66.8 43.2 41.5 54.4 45.5 23.7 43.8 25.3 54.3 14.0 11.5

Level of Service D E D D D D C D C D B B

Approach Delay (s) 54.7 47.4 41.4 23.7

Approach LOS D D D C












Lane Group EBT WBT NBT SBT


v/c Ratio 0.60 0.46 0.43 0.38

Control Delay 13.2 9.7 11.3 7.8

Queue Delay 0.0 0.0 0.0 0.0

Total Delay 13.2 9.7 11.3 7.8




Turn Bay Length (ft)





Reduced v/c Ratio 0.37 0.28 0.37 0.33







Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) -5% 3% 3% 0%


Lane Util. Factor 1.00 1.00 1.00 1.00

Frt 0.96 0.95 0.99 0.94

Flt Protected 0.98 0.99 0.98 1.00

Satd. Flow (prot) 1530 1475 1537 1519

Flt Permitted 0.79 0.88 0.82 0.97

Satd. Flow (perm) 1238 1311 1285 1472


Adj. Flow (vph) 140 46 92 57 91 79 86 170 24 23 151 128



Heavy Vehicles (%) 2% 4% 4% 4% 5% 2% 5% 2% 2% 2% 2% 2%

Turn Type Perm NA Perm NA Perm NA Perm NA


Permitted Phases 4 8 2 6






Lane Grp Cap (vph) 351 371 575 659

v/s Ratio Prot

v/s Ratio Perm c0.19 0.13 c0.21 0.17

v/c Ratio 0.66 0.47 0.48 0.38

Uniform Delay, d1 10.6 9.9 6.5 6.1



Delay (s) 15.0 10.9 7.1 6.5

Level of Service B B A A

Approach Delay (s) 15.0 10.9 7.1 6.5

Approach LOS B B A A


HCM 2000 Control Delay 9.7 HCM 2000 Level of Service A






Pleasant Valley TSP Refinement Future No-Build Conditions, Weekday PM Peak Hour


Pleasant Valley TSP Refinement 10/04/2017 Future No-Build Conditions, Weekday PM Peak Hour Synchro 9 Report




v/c Ratio 1.16 0.93 0.66 1.13 1.09 1.19 0.57 0.44 0.57 1.18

Control Delay 196.1 64.8 26.1 142.0 100.5 175.2 46.4 15.7 82.2 148.5

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 196.1 64.8 26.1 142.0 100.5 175.2 46.4 15.7 82.2 148.5

Queue Length 50th (ft) ~122 393 226 ~368 ~775 ~250 232 131 56 ~497

Queue Length 95th (ft) #252 #521 356 #569 #1026 #422 337 215 107 #717







Reduced v/c Ratio 1.16 0.93 0.66 1.13 1.09 1.19 0.57 0.44 0.48 1.18











Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) 3% -2% -1% 1%

Total Lost time (s) 3.5 5.3 5.3 3.5 5.3 3.5 5.0 5.0 3.5 5.0

Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97

Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1457 2969 1328 1568 1590 1544 1626 1368 1560 1538

Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00

Satd. Flow (perm) 1457 2969 1328 1568 1590 1544 1626 1368 1560 1538


Adj. Flow (vph) 114 844 446 349 720 35 229 295 347 63 365 96



Confl. Peds. (#/hr) 5 5 5 5 9 26 26 9

Confl. Bikes (#/hr) 1

Heavy Vehicles (%) 6% 4% 4% 1% 4% 2% 2% 2% 3% 0% 2% 4%

Turn Type Prot NA pt+ov Prot NA Prot NA pt+ov Prot NA

Protected Phases 5 2 2 3 1 6 3 8 8 1 7 4

Permitted Phases




Clearance Time (s) 3.5 5.3 3.5 5.3 3.5 5.0 3.5 5.0

Vehicle Extension (s) 3.0 4.0 3.0 4.0 3.0 3.5 3.0 3.5

Lane Grp Cap (vph) 98 901 618 306 685 192 514 748 96 390

v/s Ratio Prot 0.08 0.28 0.28 c0.22 c0.47 c0.15 0.18 0.22 0.04 c0.30

v/s Ratio Perm

v/c Ratio 1.16 0.94 0.61 1.14 1.10 1.19 0.57 0.40 0.66 1.16

Uniform Delay, d1 65.6 47.7 28.1 56.6 40.0 61.6 40.2 18.4 64.5 52.5



Delay (s) 207.0 64.5 30.1 151.6 105.2 188.1 41.9 18.9 79.5 151.2

Level of Service F E C F F F D B E F

Approach Delay (s) 65.1 119.9 71.1 142.6

Approach LOS E F E F














v/c Ratio 0.90 0.49 0.84 0.48 0.91 0.95

Control Delay 38.7 13.9 61.3 7.9 65.6 50.0

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 38.7 13.9 61.3 7.9 65.6 50.0


Queue Length 95th (ft) #578 284 #386 68 #434 #442







Reduced v/c Ratio 0.87 0.45 0.74 0.45 0.73 0.83









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Grade (%) 5% -5% -2%

Total Lost time (s) 3.0 5.0 5.0 5.0 5.0 5.0

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 1.00 1.00 0.85 1.00 0.85

Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00

Satd. Flow (prot) 1484 1562 1611 1409 1537 1358

Flt Permitted 0.25 1.00 1.00 1.00 0.95 1.00

Satd. Flow (perm) 397 1562 1611 1409 1537 1358


Adj. Flow (vph) 588 480 321 254 385 513




Heavy Vehicles (%) 3% 3% 5% 2% 3% 2%

Turn Type pm+pt NA NA Perm Prot Perm






Clearance Time (s) 3.0 5.0 5.0 5.0 5.0 5.0


Lane Grp Cap (vph) 650 989 384 336 422 373

v/s Ratio Prot c0.33 0.31 0.20 0.25

v/s Ratio Perm c0.24 0.04 c0.25

v/c Ratio 0.90 0.49 0.84 0.18 0.91 0.93

Uniform Delay, d1 20.8 10.6 39.4 32.9 38.2 38.4



Delay (s) 36.5 10.7 53.3 33.0 61.5 66.5

Level of Service D B D C E E


Approach LOS C D E












Lane Group EBT WBT NBL NBR


v/c Ratio 0.90 0.65 0.56 0.09

Control Delay 22.3 11.7 34.3 1.5

Queue Delay 0.0 0.0 0.0 0.0

Total Delay 22.3 11.7 34.3 1.5


Queue Length 95th (ft) #634 237 135 13


Turn Bay Length (ft) 150





Reduced v/c Ratio 0.74 0.52 0.37 0.07









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Grade (%) -5% 0% -5%


Lane Util. Factor 1.00 1.00 1.00 1.00

Frt 0.94 1.00 1.00 0.85

Flt Protected 1.00 0.99 0.95 1.00

Satd. Flow (prot) 1537 1609 1530 1409

Flt Permitted 1.00 0.77 0.95 1.00

Satd. Flow (perm) 1537 1238 1530 1409


Adj. Flow (vph) 536 396 54 473 170 82



Heavy Vehicles (%) 5% 2% 2% 2% 5% 2%

Turn Type NA Perm NA Prot Perm

Protected Phases 2 6 4







Lane Grp Cap (vph) 1013 816 306 929

v/s Ratio Prot c0.58 c0.11


v/c Ratio 0.89 0.65 0.56 0.06

Uniform Delay, d1 8.9 6.5 23.0 3.9



Delay (s) 18.4 8.2 25.2 3.9

Level of Service B A C A


Approach LOS B A B









5: SE 172nd Ave & SE Giese Rd 12/21/2017



Lane Group EBT EBR WBL WBT NBL NBR


v/c Ratio 0.60 0.55 0.64 0.26 0.71 0.31

Control Delay 21.2 5.7 17.0 8.4 25.2 4.8

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 21.2 5.7 17.0 8.4 25.2 4.8


Queue Length 95th (ft) 133 47 #102 68 #173 33







Reduced v/c Ratio 0.43 0.47 0.64 0.21 0.55 0.26





5: SE 172nd Ave & SE Giese Rd 12/21/2017




Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650

Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.85 1.00 1.00 1.00 0.85

Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00

Satd. Flow (prot) 1618 1375 1522 1602 1537 1375

Flt Permitted 1.00 1.00 0.39 1.00 0.95 1.00

Satd. Flow (perm) 1618 1375 626 1602 1537 1375


Adj. Flow (vph) 276 351 268 209 330 163



Heavy Vehicles (%) 2% 2% 3% 3% 2% 2%

Turn Type NA Perm pm+pt NA Prot Perm






Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5


Lane Grp Cap (vph) 463 393 424 807 466 417

v/s Ratio Prot 0.17 c0.08 0.13 c0.21

v/s Ratio Perm 0.07 c0.24 0.04

v/c Ratio 0.60 0.26 0.63 0.26 0.71 0.12

Uniform Delay, d1 14.4 12.9 7.5 6.6 14.5 11.8



Delay (s) 16.4 13.2 10.6 6.8 19.3 11.9

Level of Service B B B A B B


Approach LOS B A B












Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR


v/c Ratio 0.72 0.60 0.04 0.66 0.82 0.34 0.04 0.83 0.43 0.75 0.64 0.22

Control Delay 39.9 49.3 0.3 33.8 60.9 10.5 25.3 40.0 10.2 35.4 21.1 4.4

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 39.9 49.3 0.3 33.8 60.9 10.5 25.3 40.0 10.2 35.4 21.1 4.4

Queue Length 50th (ft) 115 135 0 128 203 5 3 298 33 85 273 10

Queue Length 95th (ft) #201 223 0 209 #341 57 13 386 101 #189 351 45


Turn Bay Length (ft) 150 150 150 150 150 150 150 150

Base Capacity (vph) 325 380 399 414 436 448 193 1282 699 311 1931 909

Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0

Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0

Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0

Reduced v/c Ratio 0.69 0.52 0.04 0.59 0.67 0.30 0.03 0.67 0.37 0.69 0.53 0.19









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) 4% -2% 4% -4%

Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5

Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00

Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85

Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1506 1601 1374 1494 1634 1336 1536 2983 1374 1552 3135 1389

Flt Permitted 0.31 1.00 1.00 0.44 1.00 1.00 0.28 1.00 1.00 0.15 1.00 1.00

Satd. Flow (perm) 487 1601 1374 699 1634 1336 452 2983 1374 241 3135 1389


Adj. Flow (vph) 224 198 16 245 290 133 6 854 256 215 1026 169



Heavy Vehicles (%) 2% 1% 0% 6% 2% 6% 0% 3% 0% 3% 2% 3%

Turn Type pm+pt NA Perm pm+pt NA Perm Perm NA Perm pm+pt NA Perm

Protected Phases 7 4 3 8 2 1 6

Permitted Phases 4 4 8 8 2 2 6 6

Actuated Green, G (s) 36.8 22.0 22.0 38.8 23.0 23.0 36.9 36.9 36.9 54.5 54.5 54.5

Effective Green, g (s) 36.8 22.0 22.0 38.8 23.0 23.0 36.9 36.9 36.9 54.5 54.5 54.5

Actuated g/C Ratio 0.35 0.21 0.21 0.37 0.22 0.22 0.35 0.35 0.35 0.52 0.52 0.52

Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5

Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0

Lane Grp Cap (vph) 311 332 285 375 355 290 157 1040 479 286 1614 715

v/s Ratio Prot c0.10 0.12 0.10 c0.18 c0.29 c0.09 0.33

v/s Ratio Perm 0.15 0.00 0.14 0.03 0.01 0.10 0.29 0.07

v/c Ratio 0.72 0.60 0.01 0.65 0.82 0.12 0.04 0.82 0.28 0.75 0.64 0.14

Uniform Delay, d1 27.1 37.9 33.3 25.7 39.4 33.3 22.7 31.4 24.8 18.6 18.5 13.4

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 8.0 2.9 0.0 4.1 13.5 0.2 0.1 5.3 0.3 10.6 0.8 0.1

Delay (s) 35.1 40.8 33.3 29.7 52.9 33.5 22.8 36.7 25.1 29.2 19.3 13.5

Level of Service D D C C D C C D C C B B

Approach Delay (s) 37.6 40.5 34.0 20.1

Approach LOS D D C C












Lane Group EBT WBT NBT SBT


v/c Ratio 0.90 0.39 0.56 0.89

Control Delay 42.1 14.1 15.9 33.5

Queue Delay 0.0 0.0 0.0 0.0

Total Delay 42.1 14.1 15.9 33.5


Queue Length 95th (ft) #318 87 143 #340


Turn Bay Length (ft)





Reduced v/c Ratio 0.84 0.36 0.50 0.79









Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Grade (%) -5% 3% 3% 0%


Lane Util. Factor 1.00 1.00 1.00 1.00

Frpb, ped/bikes 1.00 1.00 1.00 1.00

Flpb, ped/bikes 1.00 1.00 1.00 1.00

Frt 1.00 0.97 0.98 0.97

Flt Protected 0.97 0.98 0.99 0.99

Satd. Flow (prot) 1599 1486 1547 1557

Flt Permitted 0.76 0.78 0.82 0.88

Satd. Flow (perm) 1254 1186 1281 1376


Adj. Flow (vph) 232 204 16 70 81 38 74 209 37 110 326 114



Confl. Peds. (#/hr) 2 2

Heavy Vehicles (%) 2% 3% 3% 5% 4% 2% 3% 2% 2% 2% 2% 2%

Turn Type Perm NA Perm NA Perm NA Perm NA


Permitted Phases 4 8 2 6






Lane Grp Cap (vph) 501 474 562 604

v/s Ratio Prot

v/s Ratio Perm c0.36 0.15 0.24 c0.39

v/c Ratio 0.90 0.37 0.56 0.88

Uniform Delay, d1 15.7 11.8 11.6 14.4



Delay (s) 34.2 12.3 12.8 28.7

Level of Service C B B C

Approach Delay (s) 34.2 12.3 12.8 28.7

Approach LOS C B B C












Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR

Lane Group Flow (vph) 265 833 197 761 258 845 310 1114 291

v/c Ratio 1.04 0.95 0.88 0.93 0.94 1.17 1.06 1.46 0.68

Control Delay 117.4 63.3 88.2 62.3 91.0 132.0 118.1 248.4 29.6

Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Delay 117.4 63.3 88.2 62.3 91.0 132.0 118.1 248.4 29.6

Queue Length 50th (ft) ~231 ~348 155 307 205 ~425 ~276 ~662 105

Queue Length 95th (ft) #404 #499 #271 #433 #360 #557 #459 #798 215



Base Capacity (vph) 255 875 255 814 292 723 292 764 425

Starvation Cap Reductn 0 0 0 0 0 0 0 0 0

Spillback Cap Reductn 0 0 0 0 0 0 0 0 0

Storage Cap Reductn 0 0 0 0 0 0 0 0 0

Reduced v/c Ratio 1.04 0.95 0.77 0.93 0.88 1.17 1.06 1.46 0.68











Lane Configurations



Ideal Flow (vphpl) 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650 1650

Total Lost time (s) 3.0 5.0 3.0 5.0 3.0 5.0 3.0 5.0 5.0

Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00

Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 0.91

Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Frt 1.00 0.97 1.00 0.97 1.00 0.98 1.00 1.00 0.85

Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00

Satd. Flow (prot) 1522 2923 1522 2921 1522 2976 1522 3044 1245

Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00

Satd. Flow (perm) 1522 2923 1522 2921 1522 2976 1522 3044 1245


Adj. Flow (vph) 265 657 176 197 598 163 258 740 105 310 1114 291



Confl. Peds. (#/hr) 24 21 21 24 31 14 14 31

Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%

Turn Type Prot NA Prot NA Prot NA Prot NA Perm

Protected Phases 5 2 1 6 3 8 7 4

Permitted Phases 4

Actuated Green, G (s) 21.0 36.6 18.4 34.0 22.6 30.0 24.0 31.4 31.4

Effective Green, g (s) 21.0 36.6 18.4 34.0 22.6 30.0 24.0 31.4 31.4

Actuated g/C Ratio 0.17 0.29 0.15 0.27 0.18 0.24 0.19 0.25 0.25

Clearance Time (s) 3.0 5.0 3.0 5.0 3.0 5.0 3.0 5.0 5.0

Vehicle Extension (s) 1.0 6.0 1.0 6.0 1.0 6.0 1.0 6.0 6.0

Lane Grp Cap (vph) 255 855 224 794 275 714 292 764 312

v/s Ratio Prot c0.17 c0.28 0.13 0.25 0.17 0.28 c0.20 c0.37

v/s Ratio Perm 0.14

v/c Ratio 1.04 0.95 0.88 0.93 0.94 1.17 1.06 1.46 0.57

Uniform Delay, d1 52.0 43.3 52.2 44.4 50.5 47.5 50.5 46.8 40.9

Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Incremental Delay, d2 67.0 20.7 29.2 18.8 37.2 91.4 69.9 213.4 7.4

Delay (s) 119.0 64.0 81.4 63.2 87.7 138.9 120.4 260.2 48.3

Level of Service F E F E F F F F D

Approach Delay (s) 77.3 66.9 126.9 199.0

Approach LOS E E F F






