wim #30 mn 61, mp 16.3 two harbors, mn january 2015 … · a total of 7,824 equivalent single axle...

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WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 MONTHLY REPORT

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Page 1: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 MONTHLY REPORT

Page 2: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

WIM #30 – TWO HARBORS MONTHLY REPORT - JANUARY 2015

WIM Site Location

WIM #30 is located on MN 61 at mile post 16.3, south of Two Harbors, MN in Lake County. System Operation

WIM#30 was operational for the entire month of JANUARY 2015. System Calibration

WIM #30 was most recently calibrated on June 18, 2014. Table 1 summarizes the front axle weight of Class 9s by lane1. Table 1 indicates that the class 9 front axle weights were all within ±9% of baseline calibration values for all lanes except for the northbound passing lane.

Figures 1-4 show the distribution of gross vehicle weights (GVW) in the Class 9s at this site for the last 12 months in Lanes 1-42.

Summary of Volume Statistics Total Monthly Volume: 196,599 (100%) Monthly Average Daily Traffic (MADT): 6,342 Passenger Vehicles: 182,210 (92.7%) Monthly Heavy Commercial Average

Daily Traffic (MHCADT): 464 Heavy Commercial Vehicles: 14,389 (7.3%) See also Table 2 for volume statistics by vehicle class and overweight status. Passenger Vehicles (PVs) and Heavy Commercial Vehicles (HCVs) Volume Trends. Northbound (NB) vehicles typically reached highest volumes on Fridays, with lowest volumes generally reported on Sundays. Southbound (SB) vehicles reached highest volumes on Saturdays, with lowest volumes typically observed on Mondays. See Figure 5. Passenger Vehicles (PVs) Volume Trends. On an average 24-hour day (see Figure 6), NB PVs generally reached peak volume levels between 1:00 pm and 6:30 pm. In contrast, SB PVs peaked in volume between 9:30 am and 6:30 pm. Heavy Commercial Vehicles (HCVs) Volume Trends. On an average 24-hour day, HCVs traveling NB typically reached peak volume levels between 6:00 am and 2:30 pm, while volume going SB peaked between 9:30 am and 5:30 pm. See Figure 6. Out of all HCVs, the two highest traffic volumes were generated by the Class 9s and Class 5s. Overweight HCVs – Volume Trends. Of a total of 14,389 HCVs, 1,076 of them were overweight3. These overweight HCVs contributed to 0.5% of total monthly volume, and 7.5% of total

1 Front axle weights of Class 9s are monitored on a monthly basis to assure performance between calibrations. The current goal of the WIM scale calibration is to have each individual axle weight stay within a range of ±9% of baseline calibration values. 2 Previous WIM research indicates that unloaded Class 9s typically weigh 28-32 kips, while loaded Class 9s generally fall in the 70-80 kip range. More recent data from several WIM sites suggests that the unloaded Class 9 range may have moved a little higher over time (due to increased presence of sleeper cabs, etc.), although these ranges are also thought to be site-specific. 3 An HCV is considered overweight during normal load limits in this report if they satisfy any of the following 1) exceed a gross vehicle weight (GVW) of 80,000 pounds, 2) exceed any of the legal weight maximums on any axle configurations (legal maximums are: single axle = 20,000 pounds; tandem axles spaced 8' or less = 34,000 pounds; tridem axles spaced 9' or less = 43,000 pounds; quad axles spaced 13' or less = 51,000 pounds). The Winter Load Increase (WLI) allows a 10% across the board increase in axle and gross vehicle weights without a permit on US,

Page 3: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

monthly HCV volume. NB overweight vehicles typically reached highest numbers on Wednesdays during the week with lowest numbers typically observed on the weekends. SB overweight vehicles tended to reach highest volumes on Thursdays, with lowest numbers typically observed on the weekends. See Figure 5. The top two overweight violators by class were the Class 9s and 10s. Figure 7 shows that Class 9 overweight vehicles typically reached highest volumes from around 11:30 am to 4:00 pm over a typical 24-hour day during this month. Overall, overweight vehicles tended to reach peak volume concentrations during typical business hours, with 85.5% of all overweight vehicles traveling SB this month (see Figure 8). Figure 9 shows the number of vehicles exceeding 88,000 pounds that crossed the WIM over the last 12 months. The highest number of 88,000+ vehicles within the last 12 months occurred in March 2014. WIMs are currently used as a screening tool for weight enforcement, and it is estimated that the WIM scales can measure gross vehicle weights (GVW) within 90-95% of static weight scale measurements. Due to the possibility of measurement error, vehicles exceeding 10% of their legal weight limits (or 1.1 times their legal weight limits) are considered overweight 4 and should be weighed on static scales and reviewed for permits.

During winter load limits, 6 NB vehicles exceeded 88,000 pounds (none were Class 9s; 3 vehicles were Class 10s). Of vehicles traveling SB during normal load limits, 226 vehicles exceeded 88,000 pounds (4 were C9s; 196 were C10s). Refer to Table 3 for the Top 10 highest, recorded GVWs from Classes 9 and 10 from JANUARY 2015.

Loaded vs. Unloaded HCVs. Figure 10 shows the GVW distributions of Class 9s and 10s in JANUARY 2015. Data suggests that there were greater numbers of empty Class 9s than fully-loaded Class 9s traveling NB and there were a greater number of fully-loaded class 9s than empty class 9s traveling SB. Data also suggests that there were more fully-loaded Class 10s than empty ones traveling in the NB direction. In contrast, there were more empty NB Class 10 vehicles than empty ones. Freight Totals. A total of 78,007 tons of freight was recorded to have crossed the WIM. More freight was shipped SB (52,247 tons) than NB (25,760 tons). See Table 4 and Figure 11 for more freight information. Infrastructure Considerations Bridge. Bridges No. 9341 and No. 9339, which are respectively on the NB and SB side of MN 61, are approximately 1.5 miles north of WIM #30. Bridge No. 9333 (a box culvert) is approximately 1.8 miles south of WIM #30. WIM #30 recorded a total of 196,599 vehicles with a combined GVW of 1,098,687 kips (1 kip = 1,000 pounds = 0.5 tons) in JANUARY 2015. See Table 5 and Figures 12-13 for GVW information by vehicle class and lane. Pavement Design. A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of the ESALs in the driving lanes (26.5% NB and 73.5% SB). In particular, 54.2% of all ESALs were generated by the Class 9s (Class 9s were also responsible for generating 19.8% of total GVW observed this month). See Table 6 and Figures 14-15 for more

state routes, and county roads. An HCV is considered overweight during Winter Load Increase(WLI) in this report if they satisfy any of the following 1) exceed a gross vehicle weight (GVW) of 88,000 pounds, 2) exceed any of the legal weight maximums on any axle configurations (legal maximums are: single axle = 22,000 pounds; tandem axles spaced 8' or less = 37,400 pounds; tridem axles spaced 9' or less = 47,300 pounds; quad axles spaced 13' or less = 56,100 pounds). An overweight HCV is only included once in the overweight volume calculations regardless of how many of the aforementioned conditions are violated. For information on MN weight limit dates and statutes: http://www.mrr.dot.state.mn.us/research/seasonal_load_limits/sllindex.asp 4 For example, Class 9s and 10s can legally have gross vehicle weights up to 80,000 lbs (with the exception of permitted loads) during normal load limits. To account for measurement error on the WIM scales, those exceeding 10% of the legal GVW maximum (or 1.1 times the legal GVW) should be screened (e.g., 80,000 lbs + 8,000 lbs = 88,000 lbs). Similarly during WLI vehicles weighing 96,800 lbs should be screened.

Page 4: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

information on ESALs (Table 6 also provides flexible ESAL factors for each vehicle class using a terminal serviceability of 2.5 and a structural number of 5).

Table 7 contains a summary of key data from WIM #30 from JANUARY 2015.

Page 5: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

------------------------------------------------------------------------------------------------------------------------------------------ WIM monthly reports can be found at: http://www.dot.state.mn.us/traffic/data/reports-monthly-wim-new.html MnDOT’s vehicle classification scheme and vehicle class groupings for traffic forecasting can be found at: http://www.dot.state.mn.us/traffic/data/data-products.html#weight Attach: Figure 1 – Monthly Class 9 GVW Histogram – Lane 1 (NB Driving) Figure 2 – Monthly Class 9 GVW Histogram – Lane 2 (NB Passing) Figure 3 – Monthly Class 9 GVW Histogram – Lane 3 (SB Passing) Figure 4 – Monthly Class 9 GVW Histogram – Lane 4 (SB Driving) Figure 5 – Average Volume and Average Overweight Volume vs. Day of the Week Figure 6 – Passenger and Heavy Commercial Vehicles vs. Hour of the Day Figure 7 – Overweight Vehicles by Class vs. Hour of the Day Figure 8 – Overweight Vehicles by Direction vs. Hour of the Day Figure 9 – Histogram of Vehicles Over 88,000 Pounds for Last 12 Months Figure 10 – Class 9s and 10s by Direction vs. Gross Vehicle Weight Figure 11 – Freight Tonnage and Percentage by Direction and Class Figure 12 – Total Gross Vehicle Weight by Class and Lane Figure 13 – Total Gross Vehicle Weight by Class Figure 14 – Total ESALs by Class and Lane Figure 15 – ESALs by Class Table 1 – Front Axle Weight by Class and Lane Table 2 – Vehicle Classification Data Table 3 – Top 10 Gross Vehicle Weight, Class 9 and Class 10 Table 4 – Freight Summary Table 5 – Gross Vehicle Weight by Class and Lane Table 6 – ESALs by Class and Lane and Flexible ESAL Factors Table 7 – Site Summary To request this document in an alternative format, please call 651-366-4718 or 1-800-657-3774, or email your request to [email protected]. Please request at least one week in advance.

Page 6: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 1 - Monthly Class 9 GVW Histogram - Lane 1 (NB Driving) Feb-14Mar-14Apr-14May-14Jun-14Jul-14Aug-14Sep-14Oct-14Nov-14Dec-14Jan-15

Unloaded Peak 28-32 Kips

Page 7: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 2 - Monthly Class 9 GVW Histogram - Lane 2 (NB Passing)

Jan-Feb 13

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Unloaded Peak 28-32 Kips

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Figure 3 - Monthly Class 9 GVW Histogram - Lane 3 (SB Passing)

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Unloaded Peak, 28-32 Kips

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Figure 4 - Monthly Class 9 GVW Histogram - Lane 4 (SB Driving) Feb-14Mar-14Apr-14May-14Jun-14Jul-14Aug-14Sep-14Oct-14Nov-14Dec-14Jan-15

Unloaded Peak 28-32 Kips

Page 10: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 5 - Average Volume and Average Overweight Volume vs. Day of the Week

NB VehiclesSB VehiclesNB Overweight VehiclesSB Overweight Vehicles

Page 11: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 6 - Passenger and Heavy Commercial Vehicles vs. Hour of the Day

NB Passenger VehiclesSB Passenger VehiclesNB Heavy Commercial VehiclesSB Heavy Commercial Vehicles

Page 12: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 7 - Overweight Vehicles by Class vs. Hour of the Day

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Page 13: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 8 - Overweight Vehicles by Direction vs. Hour of the Day Total Overweight VehiclesNBSB

Page 14: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

Vehicle Weights(Kips) Jan-15 Dec-14 Nov-14 Oct-14 Sep-14 Aug-14 Jul-14 Jun-14 May-14 Apr-14 Mar-14 Feb-1488-90 65 -- 35 79 33 26 28 149 76 75 270 11990-92 57 -- 18 66 25 19 26 122 46 59 235 8592-94 55 -- 29 64 21 15 18 52 24 46 220 7694-96 50 -- 24 37 30 18 31 29 3 28 170 6696-98 59 -- 30 25 20 14 27 21 9 29 118 40

98-100 46 -- 34 22 15 21 23 11 5 21 79 43>100 164 -- 44 51 46 63 57 42 14 46 196 96

TOTAL = 496 214 344 190e 176d 210c 426 177b 304a 1288 525

a System operational for 93.6% of the month, with system problems leading to a system upgrade. d System operational for 99.1% of the month.b System operational for 75.9% of the month. e System operational for 99.6% of the month.c System operational for 98.7% of the month.

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Figure 9 - Histogram of Vehicles Over 88,000 Pounds for Last 12 Months

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Figure 10 - Class 9's and 10's by Direction vs. Gross Vehicle Weight

NB Class 9SB Class 9NB Class 10SB Class 10

Page 16: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

Figure 11 - Freight Tonnage and Percentage by Direction and Class

C4 751 3%

C5 5,448 21%

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C8 398 2%

C9 13,674

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C9 26,580

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Page 17: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

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Figure 12 - Total Gross Vehicle Weight by Class and Lane

NB Driving LaneNB Passing LaneSB Driving LaneSB Passing Lane

Page 18: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

C1 0.0%

C2 37.1%

C3 27.3%

C4 0.7%

C5 5.0%

C6 1.7%

C7 0.3%

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C9 19.8%

C10 5.3%

C11 0.0%

C12 0.3%

C13 0.8%

Figure 13 - Total Gross Vehicle Weight by Class

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Figure 14 - Total ESALs by Class and Lane

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Page 20: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

C1 0.0%

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1.0% C4 1.6%

C5 10.6%

C6 4.7%

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C9 54.2%

C10 21.7%

C11 0.3%

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Figure 15 - ESALs by Class

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VEHICLE LANE 1 FRONT AXLE LANE 2 FRONT AXLE LANE 3 FRONT AXLE LANE 4 FRONT AXLEMONTH CLASS (Kips) ± 9% (Kips) ± 9% (Kips) ± 9% (Kips) ± 9%

Feb 14 C9 9.35 -8.24% 10.11 -3.53% 10.05 -4.74% 10.37 -1.43%Mar 14 10.26 0.69% 10.14 -3.24% 10.23 -3.03% 10.37 -1.43%Apr 14 -- -- -- -- -- -- -- --May 14 -- -- -- -- -- -- -- --Jun 14 9.84 -- 10.09 -- 10.07 -- 10.55 --Jul 14 10.13 2.95% 10.05 -0.40% 9.99 -0.79% 10.81 2.46%

Aug 14 9.96 1.22% 10.32 2.28% 10.11 0.40% 10.86 2.94%Sep 14 9.62 -2.24% 9.68 -4.06% 10.27 1.99% 10.86 2.94%Oct 14 9.18 -6.71% 9.46 -6.24% 10.18 1.09% 10.8 2.37%Nov 14 9.04 -8.13% 9.86 -2.28% 10.05 -0.20% 10.75 1.90%Dec 14 -- -- -- -- -- -- -- --Jan 15 8.67 -11.89% 9.66 -4.26% 10.29 2.18% 10.81 2.46%

January 2015WIM #30 - TWO HARBORS

TABLE 1 - FRONT AXLE WEIGHT BY CLASS AND LANE

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MONTHLY MONTHLY MONTHLY MONTHLYAVERAGE MONTHLY TOTAL TOTAL TOTAL

VEHICLE DAILY TOTAL VOLUME OVERWEIGHT OVERWEIGHTCLASS VOLUME VOLUME PERCENTAGE VEHICLES PERCENTAGE

C1 4 133 0.1% 0 0.0%C2 4,070 126,165 64.2% 0 0.0%C3 1,804 55,912 28.4% 0 0.0%C4 10 306 0.2% 5 0.5%C5 126 3,903 2.0% 35 3.3%C6 19 582 0.3% 61 5.7%C7 4 136 0.1% 5 0.5%C8 25 776 0.4% 8 0.7%C9 142 4,400 2.2% 493 45.8%C10 27 846 0.4% 406 37.7%C11 0 6 0.0% 4 0.4%C12 1 32 0.0% 26 2.4%C13 110 3,402 1.7% 33 3.1%

TOTAL = 6,342 196,599 100.0% 1,076 100.0%

DAY OF VEHICLE GVWDATE WEEK TIME CLASS DIRECTION LANE (lbs)1/16/15 Friday 10:23:53 10 Southbound 4 125,5701/23/15 Friday 14:04:52 10 Southbound 4 123,8201/24/15 Saturday 3:21:26 10 Southbound 4 123,6701/8/15 Thursday 0:18:40 10 Southbound 4 122,1901/24/15 Saturday 12:40:46 10 Southbound 4 121,6401/20/15 Tuesday 17:57:14 10 Southbound 4 117,5301/14/15 Wednesday 16:56:16 10 Southbound 4 113,8301/10/15 Saturday 1:16:02 10 Southbound 4 113,0201/27/15 Tuesday 6:44:54 10 Southbound 4 111,4401/23/15 Friday 2:28:41 10 Southbound 4 110,200

January 2015

TABLE 3 - TOP 10 GROSS VEHICLE WEIGHT, CLASS 9 AND CLASS 10

TABLE 2 - VEHICLE CLASSIFICATION DATAWIM #30 - TWO HARBORS

January 2015

WIM #30 - TWO HARBORS

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WEIGHT OF TOTAL NUMBER PERCENTAGE TOTAL WEIGHT WEIGHT TOTALEMPTY NUMBER OF OF OF VEHICLES OF EMPTY WEIGHT OF

VEHICLE VEHICLE OF EMPTY EMPTY WITH FREIGHT VEHICLES FREIGHTCLASS (Kips) VEHICLES VEHICLES VEHICLES (%) (Kips) (Kips) (Tons)

C4 15.0 126 35 27.8 2,866 411 751C5 8.0 1,971 591 30.0 21,935 4,008 5,448C6 19.0 314 62 19.8 8,108 944 1,660C7 11.5 45 13 28.9 1,068 132 350C8 31.0 403 298 74.0 4,051 5,782 398C9 33.0 2,163 992 45.9 65,990 26,978 13,674

C10 33.5 356 186 52.3 10,568 5,425 2,436C11 36.5 0 0 0.0 0 0 0C12 36.5 24 0 0.0 2,108 0 616C13 31.5 106 62 58.5 2,242 1,698 428

TOTAL = 5,508 2,239 40.6% 118,935 -- 25,760

WEIGHT OF TOTAL NUMBER PERCENTAGE TOTAL WEIGHT WEIGHT TOTALEMPTY NUMBER OF OF OF VEHICLES OF EMPTY WEIGHT OF

VEHICLE VEHICLE OF EMPTY EMPTY WITH FREIGHT VEHICLES FREIGHTCLASS (Kips) VEHICLES VEHICLES VEHICLES (%) (Kips) (Kips) (Tons)

C4 15.0 174 50 28.7 3,905 538 1,022C5 8.0 1,951 396 20.3 26,210 2,808 6,885C6 19.0 282 41 14.5 9,130 649 2,275C7 11.5 71 19 26.8 1,632 182 517C8 31.0 398 294 73.9 3,821 4,954 298C9 33.0 2,228 544 24.4 108,733 15,679 26,580

C10 33.5 486 33 6.8 40,832 894 12,828C11 36.5 6 2 33.3 355 53 105C12 36.5 9 0 0.0 830 0 251C13 31.5 60 13 21.7 4,449 224 1,484

TOTAL = 5,665 1,392 24.6% 199,897 -- 52,247

GRAND TOTAL = 11,173 3,631 32.5% 318,833 -- 78,007

NORTHBOUND

SOUTHBOUND

TABLE 4 - FREIGHT SUMMARYWIM #30 - TWO HARBORS

January 2015

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NB NB SB SBDRIVING PASSING PASSING DRIVING

VEHICLE LANE LANE LANE LANE TOTALCLASS (Kips) (Kips) (Kips) (Kips) (Kips) PERCENTAGE

C1 1 3 0 31 35 0.0%C2 164,510 31,415 31,906 180,294 408,125 37.1%C3 127,192 22,068 21,789 129,288 300,337 27.3%C4 2,881 396 289 4,154 7,720 0.7%C5 23,288 2,655 2,556 26,462 54,961 5.0%C6 8,314 737 406 9,372 18,829 1.7%C7 886 313 103 1,711 3,013 0.3%C8 9,032 801 707 8,067 18,607 1.7%C9 87,240 5,729 5,212 119,200 217,381 19.8%

C10 14,707 1,286 2,009 39,717 57,719 5.3%C11 0 0 0 408 408 0.0%C12 2,108 0 0 830 2,938 0.3%C13 977 2,963 0 4,674 8,614 0.8%

TOTAL = 441,136 68,366 64,977 524,208 1,098,687 100.0%GVW/LANE = 40.2% 6.2% 5.9% 47.7%

GVW/DIRECTION = 46.4% 53.6%GVW/DIRECTION = 509,502 589,185

NB NB SB SB FLEXIBLEVEHICLE DRIVING PASSING PASSING DRIVING ESAL

CLASS LANE LANE LANE LANE TOTAL PERCENTAGE FACTORC1 0 0 0 0 0 0.0% 0.0000C2 12 3 3 16 34 0.4% 0.0003C3 29 6 6 37 78 1.0% 0.0014C4 33 15 5 70 124 1.6% 0.42C5 258 50 83 436 827 10.6% 0.22C6 107 14 10 239 369 4.7% 0.63C7 18 7 0 27 51 0.7% 0.46C8 98 7 5 76 186 2.4% 0.23C9 1,018 114 91 3,016 4,240 54.2% 1.06

C10 177 24 61 1,437 1,698 21.7% 4.04C11 0 0 0 25 25 0.3% 8.36C12 57 0 0 38 94 1.2% 31.46C13 18 7 0 73 99 1.3% 0.74

TOTAL = 1,825 247 263 5,489 7,824 100.0%ESALS/LANE = 23.3% 3.2% 3.4% 70.2%

ESALS/DIRECTION = 26.5% 73.5%ESALS/DIRECTION = 2,072 5,752

TABLE 5 - GROSS VEHICLE WEIGHT BY CLASS AND LANEWIM #30 - TWO HARBORS

January 2015

January 2015

TABLE 6 - ESALs BY CLASS AND LANE AND FLEXIBLE ESAL FACTORSWIM #30 - TWO HARBORS

Page 25: WIM #30 MN 61, MP 16.3 TWO HARBORS, MN JANUARY 2015 … · A total of 7,824 equivalent single axle loads (ESALs) passed over the pavement at this site with approximately 93.5% of

HEAVY HEAVYHEAVY HEAVY COMMERCIAL COMMERCIAL

PASSENGER PASSENGER COMMERCIAL COMMERCIAL VEHICLES IN VEHICLES INTOTAL MONTHLY MONTHLY VEHICLES VEHICLES VEHICLES VEHICLES DRIVING LANE PASSING LANE

MONTH VOLUME ADT HCADT # % # % % %Feb 14 169,756 6,063 445 157,302 92.7% 12,454 7.3% 91.1% 8.9%Mar 14 197,713 6,378 478 182,887 92.5% 14,826 7.5% 91.1% 8.9%Apr 14 -- -- -- -- -- -- -- -- --May 14 -- -- -- -- -- -- -- -- --Jun 14 266,183 8,873 558 249,435 93.7% 16,748 6.3% 89.5% 10.5%Jul 14 296,924 9,578 574 279,133 94.0% 17,791 6.0% 87.4% 12.6%

Aug 14 322,655 10,408 543 305,819 94.8% 16,836 5.2% 88.4% 11.6%Sep 14 278,968 9,299 563 262,071 93.9% 16,897 6.1% 90.3% 9.7%Oct 14 265,521 8,565 623 246,212 92.7% 19,309 7.3% 89.6% 10.4%Nov 14 194,873 6,496 385 183,317 94.1% 11,556 5.9% 91.7% 8.3%Dec 14 -- -- -- -- -- -- -- -- --Jan 15 196,599 6,342 464 182,210 92.7% 14,389 7.3% 91.8% 8.2%

TOTAL = 2,189,192 -- -- 2,048,386 -- 140,806 -- -- --AVERAGE = 243,244 8,000 515 227,598 93.5% 15,645 6.5% 90.1% 9.9%

ESALS ESALS ESALS ESALS DRIVING PASSING PAVEMENTNB NB SB SB LANE LANE LIFE

DRIVING PASSING PASSING DRIVING TOTAL ESALS ESALS DECREASEMONTH LANE LANE LANE LANE ESALS % % MONTHS*

Feb 14 5,147 526 382 5,471 11,526 92.1% 7.9% 15.4Mar 14 8,005 733 437 6,393 15,568 92.5% 7.5% 21.3Apr 14 -- -- -- -- -- -- -- --May 14 -- -- -- -- -- -- -- --Jun 14 6,584 696 397 4,454 12,131 91.0% 9.0% 26.9Jul 14 6,066 915 376 5,698 13,054 90.1% 9.9% 8.3

Aug 14 5,310 615 361 5,664 11,950 91.8% 8.2% 21.0Sep 14 4,592 509 359 5,978 11,436 92.4% 7.6% 20.8Oct 14 4,695 614 888 7,882 14,079 89.3% 10.7% 29.6Nov 14 2,398 306 621 4,330 7,655 87.9% 12.1% 24.4Dec 14 -- -- -- -- -- -- -- --Jan 15 1,825 247 263 5,489 7,824 93.5% 6.5% 23.8

TOTAL = 44,621 5,160 4,083 51,359 105,223 -- -- --AVERAGE = 4,958 573 454 5,707 11,691 91.2% 8.8% 21.3

* Based on WLI of 88,000 lbs in effect starting December 7, 2013 and ending on April 4, 2014.

VOLUME

&

VEHICLE CLASS

ESALS

TABLE 7 - SITE SUMMARYWIM #30 - TWO HARBORS

January 2015

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OVERWEIGHT/GVW GVW GVW GVW TOTAL OVERWEIGHT/ HEAVY NUMBER NUMBER

NB NB SB SB TOTAL NUMBER OF TOTAL COMMERCIAL OVER OVERDRIVING PASSING PASSING DRIVING GVW OVERWEIGHT VOLUME VOLUME 88,000 98,000

MONTH LANE LANE LANE LANE KIPS MONTH VEHICLES * % % LBS LBSFeb 14 505,321 73,107 65,173 524,165 1,167,766 Feb 14 1,876 1.1% 15.1% 615 181Mar 14 639,701 90,601 86,955 623,852 1,441,109 Mar 14 2,989 1.5% 20.2% 1,569 355Apr 14 -- -- -- -- -- Apr 14 -- -- -- -- --May 14 -- -- -- -- -- May 14 -- -- -- -- --Jun 14 738,716 138,598 134,236 686,165 1,697,715 Jun 14 2,399 0.9% 14.3% 416 54Jul 14 781,611 171,885 160,326 792,959 1,906,781 Jul 14 2,823 1.0% 15.9% 269 101

Aug 14 789,523 173,892 171,899 832,403 1,967,717 Aug 14 2,492 0.8% 14.8% 309 137Sep 14 694,174 131,276 143,472 764,174 1,733,096 Sep 14 2,278 0.8% 13.5% 276 81Oct 14 696,804 126,902 148,194 822,382 1,794,282 Oct 14 2,704 1.0% 14.0% 500 115Nov 14 475,809 71,369 71,724 529,971 1,148,873 Nov 14 1,224 0.6% 10.6% 276 98Dec 14 -- -- -- -- -- Dec 14 -- -- -- -- --Jan 15 441,136 68,366 64,977 524,208 1,098,687 Jan 15 1,076 0.5% 7.5% 543 232

TOTAL = 5,762,795 1,045,996 1,046,956 6,100,279 13,956,026 TOTAL = 19,861 -- -- 4,773 1,354AVERAGE = 640,311 116,222 116,328 677,809 1,550,670 AVERAGE = 2,207 0.9% 14.0% 530 150

* Based on WLI of 88,000 lbs in effect starting December 7, 2013 and ending on April 4, 2014.

NB SB TOTAL NB SBFREIGHT FREIGHT FREIGHT FREIGHT FREIGHT

MONTH TONS TONS TONS % %Feb 14 50,482 54,198 104,680 48.2% 51.8%Mar 14 79,117 61,741 140,858 56.2% 43.8%Apr 14 -- -- -- -- --May 14 -- -- -- -- --Jun 14 72,158 48,478 120,635 59.8% 40.2%Jul 14 75,417 58,796 134,213 56.2% 43.8%

Aug 14 61,955 56,461 118,416 52.3% 47.7%Sep 14 55,209 61,517 116,726 47.3% 52.7%Oct 14 58,945 91,965 150,910 39.1% 60.9%Nov 14 32,685 46,400 79,085 41.3% 58.7%Dec 14 -- -- -- -- --Jan 15 25,760 52,247 78,007 33.0% 67.0%

TOTAL = 511,727 531,803 1,043,530 -- --AVERAGE = 56,859 59,089 115,948 48.2% 51.8%

GROSS VEHICLE

WEIGHT

OVERWEIGHT

VEHICLES

FREIGHT

TABLE 7 - SITE SUMMARY (contd.)WIM #30 - TWO HARBORS

January 2015