2001 Virginia Department of Transportation Daily Traffic ... · Because the user determines the...

Virginia Department of Transportation

09Jurisdiction Report

Daily Traffic VolumesIncluding Vehicle Classification Estimates

City of Bedford

where available

Bedford County

2001

Virginia Department of Transportation Traffic Engineering Division Traffic Monitoring Section

The Virginia Department of Transportation (VDOT) conducts a program where traffic count data are gathered from sensors in or along streets and highways and other sources. From these data, estimates of the average number of vehicles that traveled each segment of road are calculated. VDOT periodically publishes booklets listing these estimates. One of these booklets includes a list of all Interstate and Primary highway segments with the estimated Annual Average Daily Traffic (AADT). AADT is the total annual traffic estimate divided by the number of days in the year. This book is titled “Average Daily Traffic Volumes on Interstate, Arterial and Primary Routes”. The second booklet includes the same information as the first, along with some additional information such as an estimate of the percentage of the AADT made up by 6 different vehicle types, ranging from cars to double trailer trucks. This booklet also includes the estimated Annual Average Weekday Traffic (AAWDT), which is the number of vehicles estimated to have traveled the segment of highway during a 24 hour weekday averaged over the year; and a “Design Hour” estimate which is a value used by planners to formulate design criteria. This book is titled “Average Daily Traffic Volumes with Vehicle Classification Data, on Interstate, Arterial and Primary Routes”. Both of the Interstate and Primary booklets mentioned above include a number of reports summarizing the average Vehicle Miles Traveled (VMT) in selected jurisdictions and other categories of highways. There are many different ways to present traffic volume summary information. Because the user determines the value of each presentation, the booklet has been redesigned based on user requests and feedback. The people at VDOT Traffic Engineering’s Traffic Monitoring Section who produce these books welcome requests for other helpful ways of presenting the summary information. In addition to the two annual publications, one hundred books are published periodically, one for each of 100 areas across the state defined by VDOT for record-keeping purposes. These books include traffic volume estimates for all roads within the county, cities, and towns within the area. These books are titled “Daily Traffic Volumes Including Vehicle Classification Estimates, where available; Jurisdiction Report numbers 00 through 99”. Available this year is a compact disc (CD) that includes files in the Adobe® Portable Document Format (PDF) that can be displayed, searched, and printed using common desktop computer equipment. One disc will include both Primary and Interstate publications as well as each of the 100 Jurisdiction Reports. The CD will also include a number of summary reports not available in the printed version.

Publication Notes Parallel Roads For road inventory and management purposes, some roadways are counted separately by direction and have separately published traffic estimates for each direction of travel. Examples of such roadways are the interstate system and routes with separated facilities and (usually) one-way traffic facilities in urban areas. In these publications, they are referred to as parallel roads. As a convenience for the users of the publication, the listing for segments of roads with parallel segments are published with both the traffic estimates for their own direction of travel (e.g. I-95 Northbound) as well as the estimate of the total of all traffic on the same route including parallel roadways (all directions of I-95). The publication will have a “Combined Traffic Estimates for Parallel Roadways on this Route” or “Combined Traffic” identifiers for the combined direction of travel estimates. Roadways such as I-395 with a North segment, a South segment and a separate Reversible lane segment will have the estimate for more than two parallel roadways included in the entire combined traffic estimate. Some routes have very complicated paths through cities and towns. These parallel paths may be too complex to allow a relationship between nearby sections of the opposite direction on the same route. In this case, to indicate that the traffic estimates for such a road segment may not include all directions of traffic on that route, the line that would list the combined values will indicate “NA” for not available. VDOT’s traffic monitoring program includes more than 100,000 segments of roads and highways ranging from several mile sections of Interstate highways to very short sections of city streets. Due to problems experienced obtaining some traffic count data, and the level of quality necessary to maintain confidence in the data, no estimate is currently available for some segments of roadway. These segments are included in the publications indicating “NA” for not available. It is the intention of the VDOT’s Traffic Engineering Traffic Monitoring group to obtain the data necessary and to report traffic volume estimates on all road segments included in these publications. Many of the road segments in this program are local secondary roads. The amount and detail of data collected on these roads are not as great as the data collected on higher volume roads. The vehicle classification, average weekday traffic volumes, and the theoretical design hour traffic volumes are not calculated for these roads. The publications indicate “NA” for the information that is not available. This publication is based on a traffic monitoring program initiated in 1997. Because the data collection techniques and statistical evaluation processes are different than those used in previous years, comparison with previous publications may be misleading.

Glossary of Terms: Route: The Route Number assigned to this segment of roadway with the master inventory route number if this is an overlapping route, with official street or highway name if available. Length: Length of the traffic segment in miles. AADT: Annual Average Daily Traffic. The estimate of typical daily traffic on a road segment for all days of the week, Sunday through Saturday, over the period of one year. QA: Quality of AADT:

A Average of Complete Continuous Count Data B Average of Selected Continuous Count Data F Factored Short Term Traffic Count Data G Factored Short Term Traffic Count Data with Growth Element H Historical Estimate M Manual Uncounted Estimate N AADT of Similar Neighboring Traffic Link O Provided By External Source R Raw Traffic Count, Unfactored

4Tire: Percentage of the traffic volume made up of motorcycles, passenger cars, vans and pickup trucks. Bus: Percentage of the traffic volume made up of busses. 2Axle Truck: Percentage of the traffic volume made up of 2 axle single unit trucks (not including pickups and vans). 3+Axle Truck: Percentage of the traffic volume made up of single unit trucks with three or more axles. 1Trail Truck: Percentage of the traffic volume made up of units with a single trailer. 2Trail Truck: Percentage of the traffic volume made up of units with more than one trailer. QC: Quality of Classification Data:

A Average of Complete Continuous Count Data B Average of Selected Continuous Count Data C Short Term Classified Traffic Count Data F Factored Short Term Traffic Count Data H Historical Estimate M Mass Collective Average N Classification Estimates of Similar Neighboring Traffic Link

Design Hour: The estimate of the traffic volume for the 30th highest traffic volume occurring in a one-year period. QK: Quality of the Design Hour estimate:

A 30th Highest Hour Observed During 12 Months of Continuous Traffic Data B 30th Highest Hour Observed During Less than 12 Months of Continuous Traffic Data F Factored Highest Hour Collected at in a 48 Hour Weekday Period G Factored Highest Hour Collected at in a 48 Hour Weekday Period with Growth Element M Manual Estimate of 30th Highest Hour N Design Hour of Similar Neighboring Traffic Link O Provided by External Source

AAWDT: Average Annual Weekday Traffic. The estimate of typical traffic over the period of one year for the days between Monday through Thursday. QW: Quality of AAWDT:

A Average of Complete Continuous Count Data B Average of Selected Continuous Count Data F Factored Short Term Traffic Count Data G Factored Short Term Traffic Count Data with Growth Element M Manual Uncounted Estimate N AAWDT of Similar Neighboring Traffic Link O Provided by External Source

Year: Year for which the published values are appropriate. If the Quality of AADT (QA) is “R”, the year is the year that the raw traffic count was collected, and if available, the actual date that the count was obtained is provided. All other AADT data are factored to be accurate for the year of the report.

Bus

29

600

7

29

North

81

154600

Interstate Route

US Route

Virginia State Route

ALT - Alternate Route

Bus - Business RouteBypas - Bypass RouteTruck - Truck Route

Wye - Wye Route connector

Secondary Route

The VDOT Maintainenance Jurisdiction number is displayed below the Secondary Route Number ifthe Maintenance Jurisdiction is different than the jurisdiction in the title of the report.

P - Parallel Route; Southbound or Westbound direction lanes of a numbered route wherethey are on a different road facility than the other direction.

ALT

220

11P

Traffic volume data for Interstate Routes and some other routes arereported separately by direction, as well as combined.

Route Shield Legend

Route Systems

Special Routes

Virginia Department of TransportationTraffic Engineering Division

2001Annual Average Daily Traffic Volume Estimates By Section of Route

Bedford Maintenance Area

Route AADT1Trail 2Trail

4TireDesign

QA2Axle 3+Axle

QC QKBusLength------------------------------Truck------------------------------

HourAAWDT QW Year

20000 0% 2% 2000 21000F F1% 1% F FRoanoke County Line

80-651 East of Vinton

96%

From:To:

From:

0.08 0%

Bedford County

200124

16000 0% 2% 1600 17000F F0% 1% F F

09-635

96%

From:To:

4.90 0% 200124

8900 0% 2% 840 9100F F0% 1% C F

W 09-755

96%

From:To:

2.04 0% 200124

7800 0% 2% 700 7900F F0% 1% F F

09-746 Near Chamblissburg

96%

From:To:

2.15 0% 200124

3600 0% 2% 330 3700F F0% 1% F F

09-801

96%

From:To:

4.57 0% 200124

2100 0% 2% 180 2100F F0% 1% F F

SR 122 Davis Mill

96%

From:To:

3.69 0% 200124

1900 0% 2% 180 2000F F0% 1% F F

W SR 43

96%

From:To:

5.51 0% 200124

2200 1% 5% 210 2300F F1% 4% C F

E SR 43

90%

From:To:

2.58 0% 200124

2300 0% 3% 220 2400F F1% 2% C FCampbell County Line

94%To:

7.59 0% 200124

460 1% 2% 48 480G G0% 1% F GCampbell County Line

09-626

96%

From:To:

From:

5.13 0% 200143

2700 1% 3% 260 2700F F2% 2% F F

SR 24 Gillespie

93%

From:To:

2.49 0% 200143

2200 1% 5% 210 2300F F1% 4% C F

SR 24 WEST OF GILLESPIE

90%

From:To:

24 2.58 0% 200143

1700 1% 1% 150 1700F F0% 1% F FSCL Bedford

97%To:

8.32 0% 200143

1800 1% 1% 210 1900F F0% 0% C FSCL Bedford

SR 43 P Talbott St

97%

From:To:

From:

0.96 0%

City of Bedford

200143 South Street

1100 1% 1% 130 1200F F0% 0% C F

Washington St

97%

From:To:

0.14 0% 200143 South Street1800 1% 1% 200 1900F F0% 0% F F97% 0% 2001Combined Traffic:

720 1% 1% 100 750F F0% 1% F F

Main St

97%

Bus From:To:

0.06 0% 200143 South Street1800 1% 1% 220 1900F F0% 1% F F97% 0% 2001Combined Traffic:

6800 1% 2% 700 7100F F0% 1% F F

RT 460 BUS & RT 221

96%

From:To:

460 0.08 0% 200143 E Main St

6200 1% 2% 600 6400F F1% 1% F F

BEDFORD AVE

95%

From:To:

221 0.16 0% 200143 N Bridge St

9500 1% 2% 880 9900F F1% 1% C FRT 221

95%

From:

To:221 0.11 0% 200143 N Bridge St

N Bridge St3500 1% 2% 360 3600F F1% 1% F F

Laurel St

96%

From:To:

0.62 0% 200143 Peaks Street

3100 1% 2% 320 3200F F1% 1% C FNCL Bedford

96%To:

0.94 0% 200143 Peaks Street

2400 1% 2% 210 2500F F1% 1% F FNCL Bedford

09-643 Near Peaksville96%

To:

From:

3.79 0%

Bedford County

200143

18/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

820 1% 1% 90 830F F0% 0% C F09-643 Near Peaksville

Blue Ridge Parkway

98%

From:To:

From:

5.03 0%

Bedford County

200143

400 1% 1% 40 400F F0% 0% F FBotetourt County Line

98%To:

0.11 0% 200143

710 1% 1% 70 740F F1% 1% F FSouth Street

Otey Street

97%

From:

To:

From:

P0.05 0%

City of Bedford

200143 Talbot Street

Talbot St

1800 1% 1% 200 1900F F0% 0% F F97% 0% 2001Combined Traffic:

1100 1% 1% 120 1100F F1% 1% C F

Bus US 460 E Main St

97%

To:

P0.14 0% 200143 Otey Street

1800 1% 1% 220 1900F F0% 1% F F97% 0% 2001Combined Traffic:

6100 1% 2% 550 6100F F1% 5% F FFranklin County Line

09-608 Moneta

91%

From:To:

From:

3.77 0%

Bedford County

2001122

5500 1% 2% 460 5600F F1% 5% F F

09-801

91%

From:To:

2.83 0% 2001122

4300 1% 2% 360 4300F F1% 5% F F

SR 24 Davis Mill

91%

From:To:

2.09 0% 2001122

5100 1% 2% 430 5100F F1% 5% F F

09-747

91%

From:To:

4.06 0% 2001122

7000 1% 2% 650 7100F F1% 5% C FSCL Bedford

91%To:

3.19 0% 2001122

9800 1% 4% 920 10000F F1% 3% C FSCL Bedford

US 46092%

To:

From:

0.54 0%

City of Bedford

2001122 Burks Hill Rd

18000 1% 3% 1500 18000F F2% 9% F FUS 460

SCL Bedford86%

To:

From:

460 0.50 0%

Bedford County

2001122

18000 1% 3% 1500 18000F F2% 9% F FSCL Bedford

86%

Bus From:To:

From:

460 0.94 0%

City of Bedford

2001122

US 4606500 1% 2% 640 6800N N0% 1% N N

E MAIN ST

96%

From:To:

460 0.20 0% 2001122 E Main St

9800 1% 3% 940 10000F F1% 3% F F

Orange St

92%

From:To:

1.02 0% 2001122 Independence Blvd

9900 1% 3% 1000 10000F F1% 3% C F

Dawn Dr

92%

From:To:


8600 1% 3% 840 9000F F1% 3% F FLongwood Ave

92%

From:

To:


Independence Ave5400 2% 3% 700 5600F F0% 2% C F

NCL Bedford92%

To:

0.65 0% 2001122 Longwood Ave

3000 2% 3% 270 3000F F0% 2% F FNCL Bedford

N 09-639

92%

From:To:

From:

8.08 0%

Bedford County

2001122

1700 2% 3% 150 1700F F0% 2% F FUS 501 Near Big Island

92%To:

8.72 0% 2001122

28/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

5300 1% 2% 550 5500F F1% 1% C FUS 460

W Main St

95%

Bus From:To:

From:

0.96 0%

City of Bedford

2001Bus

122 Crenshaw St

7200 1% 1% 730 7600F F1% 1% F FN BRIDGE ST

97%

Bus From:To:

221 0.19 0% 2001122 W Main St

E MAIN ST6200 1% 2% 600 6400F F1% 1% F F

BEDFORD AVE

95%

Bus From:To:

221 0.16 0% 2001122 N Bridge St

9500 1% 2% 880 9900F F1% 1% C F

PEAKS ST

95%

Bus From:To:

221 0.11 0% 2001122 N Bridge St

8700 1% 2% 880 9100F F1% 1% F FOAKWOOD ST

95%

Bus From:To:

221 0.71 0% 2001122 Longwood Ave

10000 1% 2% 1000 11000F F1% 1% C FFOREST RD

96%To:

221 0.47 0% 2001122 Longwood Ave


11-695

86%

From:To:

From:

460 4.18 0%

Bedford County

2001221

15000 1% 3% 1200 15000F F2% 9% F F

09-831

86%

From:To:

460 7.69 0% 2001221

17000 1% 3% 1400 17000F F2% 9% F F86%To:

460 2.75 0% 2001221

20000 1% 3% 1700 21000F F2% 9% F FWCL Bedford

US 460 OLD TNPK RD

86%

From:To:

From:

460 0.67 0%

City of Bedford

2001221

8300 1% 1% 760 8600F F1% 1% C F

4th St

97%

From:To:

1.01 0% 2001221

6200 1% 1% 640 6500F F1% 1% F F

Crenshaw St

97%

From:To:

0.07 0% 2001221 W Main St

7200 1% 1% 730 7600F F1% 1% F FN Bridge St

97%

From:

To:

0.19 0% 2001221 W Main St

E Main St6200 1% 2% 600 6400F F1% 1% F F

Bedford Ave

95%

From:To:

0.16 0% 2001221 N Bridge St

9500 1% 2% 880 9900F F1% 1% C F

Peaks St

95%

From:To:

0.11 0% 2001221 N Bridge St

8700 1% 2% 880 9100F F1% 1% F F

Oakwood St

95%

From:To:

0.71 0% 2001221 Longwood Ave

10000 1% 2% 1000 11000F F1% 1% C FForest Road

96%

From:

To:

0.47 0% 2001221 Longwood Ave

Longwood Ave6000 1% 3% 610 6200F F0% 2% C F

ECL Bedford93%

To:

0.68 0% 2001221 Forest Rd

5700 1% 3% 540 5700F F0% 2% F FECL Bedford

09-671

93%

From:To:

From:

2.22 0%

Bedford County

2001221

6500 1% 3% 610 6600F F0% 2% F F

09-663

93%

From:To:

9.23 0% 2001221

18000 1% 2% 1700 19000F F1% 2% F F9-620 Bateman Bridge Road

95%To:

2.77 0% 2001221

38/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

27000 1% 2% 2600 28000F F1% 2% C F09-620 Bateman Bridge Rd

WCL Lynchburg95%

To:

From:

2.32 0%

Bedford County

2001221


11-695

86%

From:To:

From:

4.18 0% 2001460

15000 1% 3% 1200 15000F F2% 9% F F

09-831

86%

From:To:

7.69 0% 2001460

17000 1% 3% 1400 17000F F2% 9% F FWCL Bedford

86%To:

2.75 0% 2001460

20000 1% 3% 1700 21000F F2% 9% F FWCL Bedford

US 221

86%

From:To:

From:

0.67 0%

City of Bedford

2001460

14000 1% 3% 1200 14000F F2% 9% F FECL Bedford

86%To:

0.18 0% 2001460

15000 1% 3% 1200 15000F F2% 9% F FECL Bedford

WCL Bedford86%

To:

From:

0.24 0%

Bedford County

2001460

15000 1% 3% 1300 15000F F2% 9% F FWCL Bedford

ECL Bedford86%

To:

From:

0.90 0%

City of Bedford

2001460

15000 1% 3% 1300 15000F F2% 9% F FECL Bedford

SR 122

86%

From:To:

From:

0.06 0%

Bedford County

2001460

18000 1% 3% 1500 18000F F2% 9% F FSCL Bedford

86%To:

0.50 0% 2001460

18000 1% 3% 1500 18000F F2% 9% F FSCL Bedford

SR 122, US 221, Bus US 460

86%

From:To:

From:

0.94 0%

City of Bedford

2001460

19000 1% 3% 1600 19000F F2% 9% F FECL Bedford

86%To:

0.28 0% 2001460

14000 1% 3% 1200 15000F F2% 9% F FECL Bedford

09-803

86%

From:To:

From:

4.40 0%

Bedford County

2001460

16000 1% 3% 1300 16000F F2% 9% F FCampbell County Line

86%To:

7.88 0% 2001460

8300 1% 1% 760 8600F F1% 1% C FUS 460 OLD TNPK RD

4TH ST

97%

Bus From:To:

From:

221 1.01 0%

City of Bedford

2001Bus

460

6200 1% 1% 640 6500F F1% 1% F F

CRENSHAW ST

97%

Bus From:To:

221 0.07 0% 2001460 W Main St

7200 1% 1% 730 7600F F1% 1% F F

N Bridge St

97%

Bus From:To:

221 0.19 0% 2001460 W Main St

6800 1% 2% 700 7100F F0% 1% F F

South St

96%

Bus From:To:

0.08 0% 2001460 E Main St

7600 1% 2% 790 8000F F0% 1% F FOrange St

96%To:

0.27 0% 2001460 E Main St

48/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

6500 1% 2% 640 6800F F0% 1% C FOrange St

US 221, SR 122

96%

Bus From:To:

From:

0.71 0%

City of Bedford

2001Bus

460 E Main St

6500 1% 2% 640 6800N N0% 1% N NUS 460

96%To:

0.20 0% 2001460 E Main St

2900 0% 2% 300 2900F F0% 3% F FWCL Lynchburg

09-651

94%

From:To:

From:

3.64 0%

Bedford County

2001501

2600 0% 2% 270 2700F F0% 3% F F

SR 122

94%

From:To:

6.32 0% 2001501

1500 1% 4% 150 1500F F2% 14% C FAmherst County Line

80%To:

4.33 0% 2001501

NA NA NACL Bedford

Dead EndTo:

From:

FR0.19609

120 NA NARSR 122

0.25 MN SR 122From:To:

From:

0.25 1998600

100 NA NAR

0.55 MN SR 122From:To:

0.30 1998600

60 NA NAR

JEFFERSON NATL FOR BNDYFrom:To:

0.65 1998600

60 NA NAR

09-772From:To:

1.10 1998600

100 NA NARUS 501To:

0.90 1998600

50 NA NARDead End

09-820From:To:

From:

0.70 05/29/2001601

190 NA NARSR 122To:

1.10 1998601

110 NA NARNATL PARK RD

SR 122 NORTHFrom:

To:

From:

1.60 1998602

SR 122 SOUTH230 NA NAR

09-637To:1.40 1998602

40 NA NAR09-635

Botetourt County LineTo:

From:

1.70 07/25/2001603

210 NA NARUS 501 SOUTH

US 501 EASTTo:

From:

0.80 1998604

40 NA NARDead End

09-610To:

From:

0.20 1998605

120 NA NAR09-698

09-780From:To:

From:

0.60 1998606

260 NA NAR09-695To:

0.11 1998606

130 NA NARBotetourt County Line

09-616 EASTTo:

From:

1.90 07/23/2001607

58/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

190 NA NAR09-616 EAST

2.07 MN 09-616 EASTFrom:To:

From:

2.07

Bedford County

07/23/2001607

190 NA NAR

2.17 MN 09-616 EASTFrom:To:

0.10 07/23/2001607

190 NA NARUS 460; US 221

From:

To:

1.50 07/23/2001607

US 460; US 221650 NA NAR

09-770 SOUTHFrom:To:

0.05 1998607

290 NA NAR09-695To:

0.55 1998607

310 NA NARPittsylvania County Line

09-734 SouthFrom:To:

From:

8.70 07/02/2001608

1500 1% 6% 130 1500F F0% 2% F F

09-740

91%

From:To:

1.09 0% 2001608

1400 1% 6% 160 1500F F0% 2% F F09-626 South

91%

From:

To:

2.70 0% 2001608

09-626 North2900 1% 6% 260 2900F F0% 2% C F

09-654

91%

From:To:

2.84 0% 2001608

2000 1% 6% 170 2000F F0% 2% F FSR 122 South

91%

From:

To:

3.00 0% 2001608

SR 122 North40 0% 5% 8 40F F0% 3% F F

09-748

90%

From:To:

4.10 0% 2001608

120 1% 6% 10 130F F0% 2% F F09-749 South

90%

From:

To:

1.20 0% 2001608

09-749 North660 1% 6% 80 670F F0% 2% F F

09-757

91%

From:To:

0.40 0% 2001608

1300 1% 6% 130 1300F F0% 2% F FSR 24

91%To:

0.95 0% 2001608

1000 NA NAR09-811

Dead EndTo:

From:

2.18 1998609

200 NA NARUS 501

Dead EndTo:

From:

0.40 1998610

180 NA NARDead End

US 501To:

From:

0.50 1998611

20 NA NARDead End

US 501To:

From:

1.45 05/31/2001612

140 NA NAR09-637

09-615From:To:

From:

0.20 05/31/2001613

30 NA NAR

3.58 MN 09-615From:To:

3.58 05/31/2001613

40 NA NARUS 501To:

1.81 1998613

80 NA NAR09-680

09-687To:

From:

1.30 1998614

68/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

50 NA NAR09-687

Blue Ridge ParkwayTo:

From:

3.80

Bedford County

05/23/2001614

50 NA NAR09-638

09-613To:

From:

2.50 05/31/2001615

440 NA NARDead End


From:

3.57 07/11/2001616

1800 0% 2% 180 1800F F0% 0% F F

09-655 NORTH

97%

From:To:

0.20 0% 2001616

1100 0% 2% 120 1200F F0% 0% F F09-757 EAST

97%

From:

To:

2.41 0% 2001616

09-757 WEST220 0% 2% 20 230F F0% 0% C F

SR 24

97%

From:To:

2.53 0% 2001616

270 NA NAR

09-653From:To:

0.44 07/18/2001616

170 NA NAR

1.74 MN 09-653From:To:

1.74 07/18/2001616

170 NA NAR


2.35 07/18/2001616

120 NA NAR

09-755 NORTHFrom:To:

0.46 07/18/2001616

180 NA NAR09-619 SOUTH

From:

To:

1.21 07/18/2001616

09-619 NORTH80 NA NAR

09-787From:To:

0.40 07/23/2001616

20 NA NAR

09-774From:To:

5.10 07/23/2001616


From:

To:

0.10 07/23/2001616

09-607 WEST50 NA NAR

Botetourt County LineTo:1.50 07/23/2001616

600 NA NAR09-695

09-829From:To:

From:

0.80 1998617

520 NA NAR

09-696From:To:

1.30 1998617

300 NA NAR

09-697From:To:

1.10 1998617

60 NA NAR

09-729From:To:

0.97 1998617

45 NA NAR09-693To:

1.30 05/21/2001617

80 NA NARSR 24

Dead EndTo:

From:

0.20 07/25/2001618

1400 0% 2% 150 1400F F0% 1% F F09-634

09-757 Gap Terminus96%

From:

To:

From:

2.97 0% 2001619

SR 24 Gap Terminus3900 0% 2% 390 4000F F0% 1% C F

09-635 WEST96%

To:

1.94 0% 2001619

78/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

3100 0% 2% 290 3200F F0% 1% F F09-635 WEST

09-839

96%

From:To:

From:

1.31 0%

Bedford County

2001619

2000 0% 2% 220 2000F F0% 1% F F

09-699

96%

From:To:

1.65 0% 2001619

1600 0% 2% 160 1600F F0% 1% F F

09-616 SOUTH

96%

From:To:

0.66 0% 2001619

1100 0% 2% 130 1100F F0% 1% F F

09-616 NORTH

96%

From:To:

0.40 0% 2001619

740 0% 2% 90 750F F0% 1% F F

09-726

96%

From:To:

0.99 0% 2001619

250 NA NAR

09-1470From:To:

0.42 07/18/2001619


From:

To:

1.70 07/18/2001619


09-690To:1.45 07/18/2001619

230 NA NAR09-661

US 221To:

From:

0.22 06/11/2001620

140 1% 1% 20 150F F0% 0% F F09-644

09-662

98%

From:To:

From:

4.05 0% 2001621

310 0% 2% 40 330F F0% 0% F F

09-884

98%

From:To:

0.83 0% 2001621

480 0% 1% 60 500F F0% 0% F F

09-1240

98%

From:To:

0.73 0% 2001621

1500 0% 1% 190 1600F F0% 0% F F

09-660

98%

From:To:

0.16 0% 2001621

4300 0% 1% 540 4500F F0% 0% F F

09-1201

98%

From:To:

0.43 0% 2001621

5200 0% 1% 640 5400F F0% 0% F F

09-1204

98%

From:To:

0.23 0% 2001621

6000 0% 1% 760 6300F F0% 0% C FUS 221

98%To:

0.35 0% 2001621

200 NA NAR09-646

09-810From:To:

From:

1.10 1998622

1600 NA NAR

09-1515From:To:

4.77 1998622

2100 NA NAR09-811 WEST

From:

To:

0.35 1998622

09-811 EAST8800 0% 2% 960 9200F F1% 0% C F

Campbell County Line97%

To:

0.90 0% 2001622

1400 NA NARCampbell County Line

09-811To:

From:

1.20 1998623

120 NA NAR09-644

09-658To:

From:

1.78 1998624

70 NA NAR09-711

Campbell County LineTo:

From:

0.50 1998625

88/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

440 1% 3% 60 450F F3% 3% F FDead End

09-656

90%

From:To:

From:

2.15 0%

Bedford County

2001626

1400 1% 3% 140 1500F F3% 3% F F

09-888

90%

From:To:

0.97 0% 2001626

1700 1% 3% 160 1700F F3% 3% C F

09-608 North

90%

From:To:

2.20 0% 2001626

1100 1% 3% 110 1100F F3% 3% F F

09-805

90%

From:To:

3.28 0% 2001626

1200 1% 4% 130 1200F F1% 3% F F

09-630

92%

From:To:

1.59 0% 2001626

1500 1% 4% 150 1500F F1% 3% F F

09-833 SOUTH

92%

From:To:

1.96 0% 2001626

1500 1% 4% 150 1600F F1% 3% C F

SR 43

92%

From:To:

3.04 0% 2001626

800 1% 4% 80 800F F1% 3% F F

09-628

92%

From:To:

0.88 0% 2001626

380 NA NAR

09-627From:To:

2.20 1998626

420 NA NARCampbell County LineTo:

2.00 1998626

20 NA NARDead End

09-626From:To:

From:

0.30 06/18/2001627

180 NA NARSR 24To:

2.48 1998627


09-626

87%

From:To:

From:

3.10 0% 2001628

900 1% 5% 90 910F F1% 3% C F

SR 43

90%

From:To:

1.00 0% 2001628

70 NA NAR

09-826From:To:

0.40 06/20/2001628

30 NA NAR09-727

From:

To:

1.90 06/20/2001628

09-727 SOUTH30 NA NAR

1.04 MS 09-727 SFrom:To:

1.04 06/20/2001628

40 NA NARSR 24To:

0.05 06/20/2001628


09-628To:

From:

0.60 06/18/2001629

120 NA NAR09-626

2.42 ME 09-626From:To:

From:

2.42 1998630

40 NA NAR

09-733From:To:

3.40 06/20/2001630

270 NA NAR

09-631From:To:

1.54 1998630


0.20 1998630

98/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year


09-630To:

From:

1.30

Bedford County

1998631

6 NA NARDead End


From:

1.30 06/20/2001632

830 NA NARDead End

09-634To:

From:

2.45 07/25/2001633

3800 0% 2% 390 3900F F0% 1% F FRoanoke County Line

09-720 SOUTH

96%

From:To:

From:

0.22 0% 2001634

4600 0% 2% 460 4700F F0% 1% F F

09-788

96%

From:To:

2.56 0% 2001634

5300 0% 2% 510 5400F F0% 1% F F

09-619

96%

From:To:

0.70 0% 2001634

6400 0% 2% 720 6500F F0% 1% C F

09-635 WEST

96%

From:To:

0.69 0% 2001634

7800 0% 2% 850 7900F F0% 1% C FRoanoke County Line

96%To:

0.81 0% 2001634

220 NA NAR09-633

09-634 EASTFrom:

To:

From:

1.50 07/25/2001635


09-1630From:To:

0.54 07/25/2001635

900 NA NARSR 24 EAST

From:

To:

0.96 07/25/2001635

SR 24 WEST890 NA NAR

09-1040From:To:

1.65 07/25/2001635

110 NA NAR

0.94 MN 09-1040From:To:

0.94 07/25/2001635

110 NA NAR

09-603From:To:

2.31 07/25/2001635

70 NA NAR

1.33 ME 09-603From:To:

1.33 07/25/2001635


From:

To:

3.49 07/25/2001635

09-619 EAST600 2% 4% 70 600F F0% 1% C F

SR 24 WEST93%

From:

To:

1.80 0% 2001635

SR 24 EAST100 NA NAR

1.50 MS SR 24From:To:

1.50 07/11/2001635

40 NA NAR09-757 NORTH

From:

To:

1.37 07/11/2001635


Dead EndTo:0.40 07/11/2001635

80 NA NARDead End

09-852From:To:

From:

0.65 07/11/2001636

550 NA NAR09-757To:

0.05 07/11/2001636

108/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

140 NA NAR09-670

09-644 EASTFrom:

To:

From:

2.50

Bedford County

1998637


1.00 MN 09-644From:To:

1.00 06/13/2001637


From:

To:

0.60 1998637



4.30 06/13/2001637

340 2% 6% 40 340F F1% 1% C F

09-638 NORTH

91%

From:To:

0.90 0% 2001637

190 NA NAR

09-613From:To:

0.90 1998637

80 NA NARSR 122To:

4.80 1998637

90 NA NAR09-640

SR 122From:To:

From:

0.70 1998638

300 1% 6% 30 300F F1% 0% C F09-637 NORTH

92%

From:

To:

2.40 0% 2001638

09-637 SOUTH300 1% 6% 40 310F F1% 0% F F

09-615

91%

From:To:

0.60 0% 2001638

340 1% 6% 40 340F F1% 0% F F09-644

91%To:

4.00 0% 2001638

60 NA NAR09-643

3.54 MN 09-643From:To:

From:

3.54 06/13/2001639

120 NA NARSR 122 SOUTH

From:

To:

0.31 1998639

SR 122 NORTH400 NA NAR

09-783From:To:

1.60 1998639

240 NA NAR09-640To:

0.20 1998639


09-643 NORTHFrom:

To:

From:

2.85 1998640


09-850From:To:

1.00 1998640

180 NA NAR

09-766From:To:

2.20 1998640

30 NA NAR

09-765From:To:

2.80 05/29/2001640

120 NA NAR

09-639From:To:

1.70 1998640

60 NA NAR

09-764From:To:

3.04 05/29/2001640

60 NA NAR

09-638From:To:

0.20 1998640

50 NA NARSR 122 NORTHTo:

0.60 05/29/2001640

118/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

50 NA NARDead End

SR 43To:

From:

0.90

Bedford County

05/23/2001641

80 NA NARDead End

SR 43To:

From:

2.00 05/23/2001642


SR 43 NORTHFrom:To:

From:

0.20 1998643

610 2% 1% 70 610F F0% 0% C F

09-640 EAST

96%

From:To:

0.70 0% 2001643

320 2% 1% 40 330F F0% 0% F FSR 122 SOUTH

96%

From:

To:

3.97 0% 2001643

SR 122 NORTH260 2% 1% 30 270F F0% 0% F F

09-644

96%

From:To:

5.47 0% 2001643

670 2% 1% 70 670F F0% 0% F F

US 221

96%

From:To:

3.75 0% 2001643

240 NA NAR

09-762From:To:

1.23 1998643

50 NA NAR

09-704 WESTFrom:To:

4.22 06/18/2001643

550 NA NAR09-811To:

1.70 1998643

620 1% 2% 80 620F F0% 1% F FSR 43

SR 122

95%

From:To:

From:

2.58 0% 2001644

1900 1% 2% 190 2000F F0% 1% C F

09-671

95%

From:To:

0.42 0% 2001644

180 1% 2% 20 180F F1% 2% F F

09-675

95%

From:To:

2.71 0% 2001644

120 1% 2% 20 120F F1% 2% F F

09-674

95%

From:To:

0.79 0% 2001644

46 2% 2% 6 47F F0% 2% F F

09-637 WEST

96%

From:To:

0.69 0% 2001644

20 0% 0% 5 20F F0% 0% F F

09-637 EAST

93%

From:To:

1.14 0% 2001644

100 1% 2% 20 100F F0% 1% F F

09-670

95%

From:To:

1.32 0% 2001644

160 1% 2% 20 170F F1% 1% F F

09-638

95%

From:To:

2.75 0% 2001644

710 1% 2% 80 720F F0% 1% F F

09-663

95%

From:To:

1.48 0% 2001644

340 1% 2% 40 350F F1% 1% F F

09-657

95%

From:To:

2.41 0% 2001644

360 1% 2% 48 360F F1% 1% F F

09-621

95%

From:To:

0.97 0% 2001644

380 1% 2% 50 390F F1% 2% F F

09-624

95%

From:To:

0.95 0% 2001644

500 1% 2% 60 510F F0% 1% F FWCL LYNCHBURG

95%To:

1.66 0% 2001644

128/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

80 NA NARDead End

09-651From:To:

From:

1.30

Bedford County

1998645

60 NA NAR

09-761From:To:

1.60 1998645

430 1% 1% 49 430F F0% 0% C FWCL LYNCHBURG

97%To:

3.10 0% 2001645

480 NA NARUS 221 WEST

US 221 MIDFrom:To:

From:

1.10 1998646

300 NA NARUS 221 EASTTo:

1.00 1998646

480 NA NARUS 501

09-856From:To:

From:

0.15 1998647

400 NA NAR

09-719From:To:

0.30 1998647

120 NA NAR09-761To:

0.35 1998647

60 NA NARSR 122

Dead EndTo:

From:

0.40 1998648

70 NA NAR09-711

09-858From:To:

From:

0.35 06/18/2001649

350 NA NARUS 460To:

0.05 1998649


09-755 NORTHTo:

From:

0.18 07/23/2001650

50 NA NAR09-657

US 501 SOUTHFrom:

To:

From:

1.00 05/31/2001651

US 501 NORTH160 NA NAR

09-645To:1.46 1998651

5 NA NAR09-657

09-752From:To:

From:

0.80 05/31/2001652

50 NA NAR

0.86 MN 09-752From:To:

0.86 05/31/2001652

160 NA NARUS 501To:

1.17 1998652

300 NA NARDead End

09-655 WESTFrom:

To:

From:

1.28 07/16/2001653

09-655 EAST1600 0% 3% 170 1700F F1% 3% C F

09-757 EAST94%

From:

To:

1.48 0% 2001653


09-877From:To:

0.03 07/11/2001653

190 NA NAR

09-756From:To:

1.08 07/11/2001653

400 NA NARSR 24To:

2.40 07/11/2001653

138/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

520 NA NARSR 24

09-616To:

From:

0.10

Bedford County

07/18/2001653

820 NA NARDead End

09-655 WESTFrom:To:

From:

1.60 06/25/2001654

2300 0% 4% 220 2400F F0% 2% C F

09-608

93%

From:To:

2.02 0% 2001654


From:

To:

3.10 07/02/2001654


SR 122To:0.70 1998654

80 NA NARDead End

09-653 WESTFrom:To:

From:

0.80 07/11/2001655

380 NA NAR

09-653 EASTFrom:To:

0.17 07/11/2001655

1300 0% 4% 120 1300F F1% 2% F F09-616 SOUTH

93%

From:

To:

1.13 0% 2001655

09-616 NORTH3100 0% 4% 280 3100F F1% 2% C F

SR 122 NORTH93%

From:

To:

3.81 0% 2001655

SR 122 SOUTH1400 0% 5% 130 1400F F1% 2% C F

09-654 WEST92%

From:

To:

2.23 0% 2001655

09-654 EAST700 NA NAR

09-1518From:To:

2.22 06/25/2001655

320 NA NAR

09-1501From:To:

0.73 06/25/2001655

200 NA NAR

09-1502From:To:

0.05 06/25/2001655

48 NA NARDead EndTo:

0.10 06/25/2001655

10 NA NARDead End

0.07 ME Dead EndFrom:To:

From:

0.07 07/02/2001656

20 NA NAR

09-1305From:To:

0.04 07/02/2001656

40 NA NAR

09-1306From:To:

0.03 07/02/2001656

180 NA NAR

09-1304 EASTFrom:To:

0.23 07/02/2001656

420 NA NAR09-626To:

0.77 07/02/2001656

45 NA NAR09-644

09-652From:To:

From:

4.00 05/31/2001657

30 NA NAR

09-651From:To:

2.50 05/31/2001657

80 NA NARUS 501To:

0.70 1998657

120 NA NARDead End

09-624To:

From:

1.30 1998658

148/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

1200 NA NAR09-624

09-1016From:To:

From:

1.02

Bedford County

1998658

1500 NA NARWCL LYNCHBURGTo:

0.25 1998658

1100 1% 3% 130 1100F F0% 1% C F09-660

WCL LYNCHBURG95%

To:

From:

1.46 0% 2001659

3100 1% 2% 410 3200F F1% 1% C F09-621

09-1220

96%

From:To:

From:

1.25 0% 2001660

2000 1% 2% 280 2100F F1% 1% F F

09-659

96%

From:To:

1.05 0% 2001660

420 NA NAR

09-1225From:To:

0.50 1998660

50 NA NAR09-644To:

1.70 06/06/2001660

4200 0% 2% 600 4400F F0% 0% F F09-811

09-1576 SOUTH98%

From:

To:

From:

0.32 0% 2001661

09-15764500 0% 2% 610 4700F F0% 0% F F

09-620

98%

From:To:

0.96 0% 2001661

6200 0% 2% 810 6400F F0% 0% C F09-1415

98%To:

0.85 0% 2001661

60 NA NARDead End

0.28 MN Dead EndFrom:To:

From:

0.28 06/11/2001662

60 NA NAR09-663 NORTH

From:

To:

0.31 06/11/2001662


0.41 MN 09-663From:To:

0.41 1998662

80 NA NAR09-621To:

2.29 1998662

9300 2% 2% 1300 9700F F0% 1% C FUS 221

09-662 NORTH

95%

From:To:

From:

0.90 0% 2001663

4200 2% 2% 450 4200F F0% 1% F F

09-1430

95%

From:To:

1.40 0% 2001663

1200 2% 2% 150 1300F F0% 1% F F09-644

95%To:

2.10 0% 2001663

40 NA NAR09-646

Dead EndTo:

From:

0.95 06/13/2001664

60 NA NAR09-668

09-644From:To:

From:

3.30 06/13/2001665


3.00 05/31/2001665

70 NA NAR09-646

0.39 ME 09-1044From:To:

From:

1.90 06/11/2001666

180 NA NAR0.44 M FRM 09-1044To:

0.05 1998666

158/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

180 NA NAR0.44 M FRM 09-1044

1.69 ME 09-1044From:To:

From:

1.25

Bedford County

1998666

680 NA NARUS 221To:

0.30 1998666

10 NA NARDead End

0.40 ME Dead EndFrom:To:

From:

0.40 06/27/2001667

10 NA NARSR 43To:

0.10 06/27/2001667

280 NA NAR09-709

1.39 MN 09-709From:To:

From:

1.39 1998668

280 NA NARUS 460 EAST

From:

To:

3.13 1998668

US 460 WEST500 1% 3% 70 510F F0% 1% F F

09-703

96%

From:To:

4.10 0% 2001668

580 1% 3% 80 580F F0% 1% F F

09-762 NORTH

96%

From:To:

1.23 0% 2001668

1200 1% 3% 140 1200F F0% 1% C F

US 221

96%

From:To:

0.60 0% 2001668

900 NA NAR

09-643From:To:

1.70 1998668

60 NA NAR

09-665From:To:

1.50 06/13/2001668

380 NA NAR09-646To:

1.30 1998668

60 NA NAR09-643

Dead EndTo:

From:

1.95 05/31/2001669

450 NA NARUS 221

09-637From:To:

From:

0.50 1998670

130 NA NAR09-644To:

3.50 1998670

1500 1% 2% 140 1500F F2% 1% C F09-644

US 221

93%

From:To:

From:

2.36 0% 2001671

1000 1% 2% 100 1000F F2% 1% F F09-715

93%To:

2.17 0% 2001671

40 NA NARDead End

US 501From:To:

From:

0.12 1998672

20 NA NAR

0.25 MS US 501From:To:

0.25 05/31/2001672

20 NA NAR09-752To:

1.61 05/31/2001672

50 NA NAR09-671

09-644To:

From:

1.53 06/13/2001673

60 NA NAR09-644

09-643To:

From:

2.10 06/13/2001674

168/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

60 NA NARDead End

09-643From:To:

From:

0.40

Bedford County

05/23/2001675

290 NA NAR

SR 122From:To:

1.20 1998675

350 NA NAR09-644To:

2.80 1998675

30 NA NAR09-675

Dead EndTo:

From:

0.90 05/29/2001676

80 NA NARDead End

SR 43To:

From:

1.00 05/25/2001677

290 NA NARDead End

SR 43To:

From:

2.65 1998678

120 NA NARDead End

WCL BEDFORDTo:

From:

0.40 07/16/2001679

40 NA NAR09-746

09-744From:To:

From:

2.04 07/16/2001680

940 NA NAR

US 460; US 221From:To:

2.50 07/16/2001680

360 NA NAR

09-681From:To:

3.00 1998680

230 NA NAR

09-682From:To:

1.55 1998680

750 1% 3% 90 760F F1% 1% C F

09-684

94%

From:To:

0.10 0% 2001680

260 NA NAR

09-614From:To:

2.29 1998680

30 NA NAR

0.50 MW 09-614From:To:

0.50 05/23/2001680


From:

To:

3.50 05/21/2001680


09-693 NORTHFrom:

To:

0.70 05/21/2001680


Dead EndTo:0.65 05/21/2001680

740 NA NAR09-684

US 460From:

To:

From:

1.50 07/18/2001681

09-83120 NA NAR

09-680To:2.30 05/23/2001681

740 1% 3% 70 740F F0% 1% C F09-680

SR 43 NORTH95%

From:

To:

From:

3.55 0% 2001682

SR 43 SOUTH100 NA NAR

0.25 ME SR 43From:To:

0.25 1998682

60 NA NAR0.89 ME SR 43To:

0.64 05/23/2001682

178/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

100 NA NAR0.89 ME SR 43

09-640To:

From:

0.81

Bedford County

1998682


09-682 EASTTo:

From:

2.88 1998683

160 NA NAR09-746

2.10 MN 09-746From:To:

From:

2.09 07/23/2001684

160 NA NAR

09-753From:To:

0.67 07/23/2001684

50 NA NAR

09-691 WESTFrom:To:

1.70 07/18/2001684

70 NA NAR

09-691 EASTFrom:To:

0.20 07/18/2001684

190 NA NAR

2.89 MS 09-691From:To:

2.89 07/18/2001684

190 NA NAR

09-681From:To:

0.04 07/18/2001684

48 NA NAR

09-755From:To:

1.20 07/18/2001684

200 NA NAR

US 460; US 221From:To:

0.14 07/18/2001684

220 NA NAR

09-831From:To:

0.23 07/18/2001684

510 2% 4% 60 520F F1% 1% C F09-680

94%To:

3.00 0% 2001684

30 NA NAR09-688

09-684To:

From:

1.10 05/23/2001685

50 NA NAR09-692

1.79 ME 09-692From:To:

From:

1.79 1998686

160 NA NAR09-688To:

1.99 1998686

60 NA NAR09-680

1.10 MN 09-680From:To:

From:

1.10 1998687

20 NA NAR09-614To:

1.18 05/23/2001687

300 NA NAR09-689

09-692From:To:

From:

1.60 1998688

480 NA NAR09-684To:

1.00 1998688


US 460 MIDFrom:

To:

From:

2.30 1998689

US 460 EAST610 NA NAR

Dead EndTo:2.10 07/18/2001689

320 NA NAR09-755

US 460; US 221To:

From:

1.90 07/18/2001690

188/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

480 NA NARUS 460; US 221

09-689To:

From:

0.03

Bedford County

1998690

600 NA NARUS 460; US 221

09-726 NORTHFrom:

To:

From:

2.70 07/18/2001691


09-619 WESTFrom:To:

1.20 07/18/2001691

130 NA NAR

09-619 EASTFrom:To:

0.51 07/18/2001691


From:

To:

0.70 07/23/2001691


09-684 WESTFrom:

To:

3.90 07/18/2001691


09-746 SOUTHFrom:

To:

1.60 07/18/2001691


09-747To:2.25 07/16/2001691

50 NA NAR09-688

09-686From:To:

From:

2.10 05/23/2001692

40 NA NAR

09-717From:To:

0.40 05/23/2001692


0.50 05/23/2001692

80 NA NAR09-695

09-617From:To:

From:

1.30 1998693

40 NA NAR

09-694From:To:

0.50 05/21/2001693

50 NA NAR


1.00 05/21/2001693

40 NA NAR


0.30 05/21/2001693


1.20 05/21/2001693

170 NA NAR09-695

09-693From:To:

From:

0.20 1998694


1.80 05/21/2001694

1700 0% 2% 180 1700F F0% 1% C FUS 460; US 221

09-617

96%

From:To:

From:

0.54 0% 2001695

940 0% 2% 110 960F F0% 1% F F

09-812

96%

From:To:

0.41 0% 2001695

790 0% 2% 90 800F F1% 1% F F

09-693

96%

From:To:

2.65 0% 2001695

540 0% 4% 60 540F F0% 1% C F

09-680 SOUTH

95%

From:To:

2.46 0% 2001695


95%To:

3.95 0% 2001695

198/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

70 NA NAR09-617

09-695To:

From:

0.60

Bedford County

05/21/2001696

490 NA NARUS 460; US 221

Dead EndFrom:To:

From:

1.60 1998697

20 NA NAR09-617To:

0.30 05/21/2001697

80 NA NARDead End

US 460; US 221 WESTFrom:To:

From:

0.18 1998698

70 NA NAR

09-802From:To:

0.02 1998698

160 NA NAR


2.27 1998698

270 NA NARUS 460; US 221 EAST VILLAMONT RD

From:

To:

0.27 07/23/2001698

US 460; US 221 MID VILLAMONT RD6 NA NAR

Dead End; Gap TerminusFrom:To:

0.15 05/21/2001698

30 NA NAR

09-606From:To:

0.27 05/21/2001698

130 NA NAR09-697To:

0.83 1998698

600 NA NARBotetourt County Line

09-619To:

From:

4.45 07/23/2001699

90 NA NARDead End

09-619To:

From:

0.90 07/23/2001700

380 NA NAR09-759

Dead EndTo:

From:

1.05 07/25/2001701

450 NA NAR09-668

Dead EndTo:

From:

1.00 1998702

100 NA NARDead End

09-668To:

From:

0.80 1998703

150 NA NAR09-705

09-643 WESTFrom:

To:

From:

1.80 1998704


09-811To:1.10 1998704

120 NA NAR09-668

09-643To:

From:

2.30 1998705

80 NA NARUS 460

0.11 MN US 460From:To:

From:

0.11 1998706

60 NA NAR09-668To:

2.41 06/18/2001706

1100 1% 2% 110 1100F F0% 2% C FSR 43

SR 24 WEST94%

To:

From:

1.02 0% 2001707

208/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

110 NA NARSR 24 EAST

09-714 SOUTHFrom:

To:

From:

2.14

Bedford County

1998707


09-715To:2.20 06/20/2001707

400 NA NARDead End

US 460To:

From:

1.80 1998708

1600 0% 2% 160 1600F F1% 2% C FSR 24

09-81195%

To:

From:

3.70 0% 2001709

180 NA NARDead End

09-755To:

From:

0.81 07/11/2001710

400 NA NARSR 24

09-811From:To:

From:

2.00 1998711

1000 NA NAR

09-649From:To:

2.30 06/18/2001711

1200 NA NARUS 460To:

0.20 1998711

60 NA NAR09-808

Dead EndTo:

From:

1.00 06/20/2001712

170 NA NARSR 24

09-626To:

From:

2.57 1998713

2000 1% 4% 200 2100F F1% 1% C FSCL BEDFORD

09-723

93%

From:To:

From:

2.07 0% 2001714

1100 1% 4% 110 1100F F1% 1% F F

09-784

93%

From:To:

1.17 0% 2001714

780 1% 4% 80 790F F1% 1% F F

09-715 WEST

93%

From:To:

1.51 0% 2001714

290 1% 4% 40 300F F1% 1% F F

09-808 EAST

93%

From:To:

4.26 0% 2001714

230 1% 4% 30 230F F1% 1% F FSR 24

93%To:

2.81 0% 2001714

250 NA NARSR 43

09-714 WESTFrom:

To:

From:

3.40 1998715


09-716From:To:

1.55 06/27/2001715

360 NA NAR

US 460From:To:

2.40 1998715

30 NA NAR

09-803From:To:

0.50 06/13/2001715

1200 1% 2% 120 1200F F3% 1% C F

09-671

93%

From:To:

1.10 0% 2001715

400 NA NARUS 221To:

2.12 1998715

218/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

120 NA NAR09-715

Dead EndTo:

From:

1.50

Bedford County

1998716

120 NA NAR09-689

1.29 MN 09-689From:To:

From:

1.29 1998717

40 NA NAR09-692To:

4.21 05/23/2001717

750 1% 1% 90 760F F0% 1% C FECL BEDFORD

09-890

97%

From:To:

From:

0.50 0% 2001718

300 NA NAR09-671To:

2.20 1998718

48 NA NAR09-647

Dead EndTo:

From:

0.15 1998719


09-634 NORTHTo:

From:

0.60 07/25/2001720

350 NA NARSR 122

09-722To:

From:

0.80 1998721

280 NA NAR09-731

SR 24From:To:

From:

1.20 1998722

250 NA NAR

09-725From:To:

0.90 1998722

30 NA NAR

09-819From:To:

0.60 06/27/2001722

130 NA NAR

09-747From:To:

1.80 1998722

40 NA NAR

09-723From:To:

1.70 06/27/2001722

180 NA NARSR 43To:

1.97 1998722

220 NA NAR09-860

09-722From:To:

From:

1.70 1998723


From:

To:

1.60 06/27/2001723

SR 43 NORTH540 NA NAR

09-714To:1.19 1998723

30 NA NAR09-722; 09-723

2.01 ME 09-722From:To:

From:

2.01 06/27/2001724

40 NA NARSR 43To:

0.09 06/27/2001724

50 NA NAR09-722

1.50 ME 09-722From:To:

From:

1.50 06/27/2001725

60 NA NARSR 43 SOUTHTo:

1.50 1998725

228/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

100 NA NARSR 43 NORTH

09-714To:

From:

2.50

Bedford County

1998725

460 0% 2% 49 470F F1% 2% C F09-619

US 460; US 22195%

To:

From:

3.90 0% 2001726

450 NA NAR09-626

SR 24To:

From:

4.16 1998727

3 NA NARDead End

SR 43To:

From:

1.50 06/18/2001728

20 NA NAR09-617

Dead EndTo:

From:

0.20 05/21/2001729

20 NA NAR09-732

Dead EndTo:

From:

0.60 06/20/2001730

30 NA NARSR 122


From:

1.29 06/27/2001731

80 NA NAR

09-735From:To:

1.01 1998731

60 NA NAR

09-722From:To:

1.40 06/27/2001731


From:

To:

1.10 1998731


09-727 SOUTHFrom:

To:

2.10 06/20/2001731


09-626 SOUTHFrom:

To:

1.90 06/20/2001731


0.36 ME 09-626 NORTHFrom:To:

0.36 06/20/2001731

20 NA NAR

0.41 ME 09-626 NORTHFrom:To:

0.05 06/20/2001731

20 NA NARSR 43To:

0.89 06/20/2001731

30 NA NAR09-734

09-739From:To:

From:

1.10 07/02/2001732


From:

To:

1.10 1998732


09-737From:To:

2.20 1998732

60 NA NAR

09-735From:To:

0.18 06/27/2001732

50 NA NAR

09-771From:To:

0.80 06/27/2001732

120 NA NARSR 24To:

3.90 1998732

238/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

6 NA NARDead End

09-834From:To:

From:

0.80

Bedford County

06/20/2001733

120 NA NAR09-630To:

1.50 1998733

790 NA NARDead End

09-608 SOUTHFrom:

To:

From:

2.50 07/02/2001734


09-626 NORTHTo:5.40 1998734

50 NA NAR09-732

09-817From:To:

From:

0.50 06/27/2001735

80 NA NAR

1.14 MN 09-817From:To:

1.14 06/27/2001735

200 NA NAR

09-731From:To:

2.16 1998735

410 NA NAR

SR 24From:To:

1.30 1998735

900 1% 2% 90 910F F1% 5% C FSR 122

91%To:

0.70 0% 2001735

40 NA NARDead End

0.67 MS Dead EndFrom:To:

From:

0.67 07/16/2001736

160 NA NAR

SR 122From:To:

0.93 1998736


1.20 1998736

60 NA NAR09-608

1.50 ME 09-608From:To:

From:

1.50 07/02/2001737

60 NA NAR

09-805From:To:

1.59 07/02/2001737

30 NA NAR

2.09 ME 09-805From:To:

2.09 06/27/2001737

30 NA NAR09-732To:

0.05 06/27/2001737

40 NA NAR09-626

09-805To:

From:

1.70 1998738

30 NA NAR09-608

09-732To:

From:

2.10 07/02/2001739

100 NA NARDead End

09-608To:

From:

0.92 07/02/2001740

250 NA NARUS 460; US 221

09-812From:To:

From:

0.80 1998741

10 NA NAR09-695To:

1.00 05/21/2001741

40 NA NARDead End

09-644To:

From:

0.60 05/31/2001742

248/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

120 NA NAR09-654

09-805To:

From:

2.20

Bedford County

07/02/2001743

30 NA NAR09-680

1.29 MS 09-680From:To:

From:

1.29 07/18/2001744

120 NA NAR09-681To:

0.51 07/18/2001744

40 NA NAR09-747

09-746 SOUTHFrom:

To:

From:

2.10 07/16/2001745


Dead EndTo:1.00 07/16/2001745

720 0% 3% 70 730F F0% 1% F FSR 24

09-749

95%

From:To:

From:

3.55 0% 2001746

660 0% 3% 80 660F F0% 1% F F

09-801

95%

From:To:

0.60 0% 2001746

500 0% 3% 60 510F F0% 1% F F

09-691 WEST

95%

From:To:

2.70 0% 2001746

550 0% 3% 60 560F F0% 1% F F

09-680

95%

From:To:

1.60 0% 2001746

890 0% 3% 80 900F F0% 1% C FSR 122

96%To:

3.80 0% 2001746

800 NA NARSR 24

SR 122From:To:

From:

6.60 07/16/2001747

330 NA NAR


0.07 1998747

150 NA NAR09-722To:

2.20 1998747

60 NA NAR09-608

2.45 MN 09-608From:To:

From:

2.45 07/09/2001748

170 NA NARSR 24To:

1.00 07/09/2001748

45 NA NAR09-655

2.79 MN 09-655From:To:

From:

2.79 07/09/2001749

80 NA NAR


0.61 07/09/2001749

300 NA NAR


0.60 07/09/2001749

380 NA NAR

SR 24From:To:

0.80 07/09/2001749

60 NA NAR09-746To:

1.66 07/18/2001749

800 NA NARCul-de-Sac

09-655To:

From:

3.50 07/11/2001750

40 NA NARUS 460; US 221

Dead EndTo:

From:

1.00 05/21/2001751

258/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

20 NA NAR09-652

09-672From:To:

From:

1.70

Bedford County

05/31/2001752

20 NA NARUS 501To:

0.70 05/31/2001752

48 NA NAR09-754

09-684To:

From:

1.90 07/18/2001753

220 NA NAR09-746

09-753From:To:

From:

3.50 07/18/2001754

60 NA NAR09-755To:

1.00 07/18/2001754

1200 NA NAR09-757

SR 24 WESTFrom:

To:

From:

3.52 07/11/2001755

SR 24 EAST700 NA NAR


1.83 07/23/2001755

400 NA NAR

0.46 MN 09-650 NORTHFrom:To:

0.46 07/23/2001755


From:

To:

1.46 07/23/2001755


09-754From:To:

2.70 07/18/2001755

330 NA NAR

09-689From:To:

4.67 07/18/2001755

30 NA NAR09-684To:

0.70 07/18/2001755

50 NA NAR09-653

09-616To:

From:

1.80 07/11/2001756

5100 0% 2% 500 5100F F1% 1% F FSR 24

09-619

96%

From:To:

From:

0.25 0% 2001757

3800 0% 2% 360 3800F F1% 1% C F

09-758

96%

From:To:

3.48 0% 2001757

2800 0% 2% 280 2800F F1% 1% F F

09-1535

96%

From:To:

1.90 0% 2001757

2500 0% 2% 240 2500F F1% 1% F F

09-653 EAST

96%

From:To:

1.47 0% 2001757

200 NA NAR


1.62 07/11/2001757

270 0% 2% 20 270F F1% 1% F F

09-616 NORTH

95%

From:To:

0.58 0% 2001757

1300 0% 2% 120 1300F F1% 1% F F09-608

96%To:

0.86 0% 2001757

1200 NA NARDead End

09-757To:

From:

2.81 07/11/2001758

490 NA NAR09-619

09-701To:

From:

0.10 07/25/2001759

268/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

100 NA NAR09-701

Dead EndTo:

From:

2.15

Bedford County

07/25/2001759

410 NA NAR09-634

1.00 ME 09-634From:To:

From:

1.00 07/25/2001760

6 NA NARDead EndTo:

0.50 07/25/2001760

250 NA NARDead End

US 501From:To:

From:

0.75 1998761

680 1% 5% 70 690F F1% 2% C F

09-645 SOUTH

91%

From:To:

0.90 0% 2001761

280 NA NAR


0.80 1998761


1.40 1998761

50 NA NARDead End

09-668 SOUTHFrom:

To:

From:

1.00 06/18/2001762


09-643 NORTHTo:1.00 1998762

20 NA NARUS 501

Dead EndTo:

From:

0.10 1998763

10 NA NARDead End

09-640To:

From:

1.70 05/29/2001764

40 NA NARDead End

09-640To:

From:

2.00 05/29/2001765

40 NA NARDead End

09-640To:

From:

2.20 05/29/2001766

100 NA NARECL BEDFORD

Dead EndTo:

From:

0.45 06/27/2001767

50 NA NARDead End

09-645To:

From:

0.60 06/04/2001768

150 NA NAR09-671

Dead EndTo:

From:

1.60 1998769

280 NA NAR09-607

Dead EndTo:

From:

0.36 1998770

20 NA NAR09-732

Dead EndTo:

From:

0.04 06/27/2001771

6 NA NARDead End

09-875From:To:

From:

0.09 05/29/2001772

40 NA NAR09-600To:

0.25 1998772

278/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

100 NA NAR09-609

US 221To:

From:

0.30

Bedford County

1998773

100 NA NARDead End

09-616To:

From:

0.80 07/23/2001774

120 NA NAR09-699

0.20 MS 09-699From:To:

From:

0.20 1998775

120 NA NAR

09-1490From:To:

0.49 1998775


0.81 07/23/2001775

190 NA NARUS 501

09-604To:

From:

0.10 1998776

350 NA NARUS 460

Dead EndTo:

From:

1.00 1998777

60 NA NARDead End

09-623To:

From:

0.25 1998778

NA NA NAUS 221

Dead EndTo:

From:

0.31779

40 NA NAR09-698

09-606To:

From:

0.70 05/21/2001780

100 NA NAR09-644

0.80 ME 09-644From:To:

From:

0.80 1998781

60 NA NAR09-621To:

0.60 06/06/2001781

20 NA NARSR 122

Dead EndTo:

From:

0.20 05/29/2001782

3 NA NAR09-639

Dead EndTo:

From:

0.10 05/29/2001783

290 NA NAR09-714

09-715 SOUTHFrom:

To:

From:

2.60 1998784


US 460To:1.90 1998784

20 NA NAR09-622

Dead EndTo:

From:

0.06 1998785

30 NA NAR09-671

09-715To:

From:

1.20 06/13/2001786

20 NA NARDead End

09-616To:

From:

0.50 07/23/2001787

50 NA NAR09-634

Dead EndTo:

From:

0.50 07/25/2001788

288/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

20 NA NARUS 501

Dead EndTo:

From:

0.10

Bedford County

1998789

130 NA NARDead End

09-746To:

From:

0.50 07/16/2001790

100 0% 1% 20 110F F1% 1% C FDead End

09-619

98%

From:To:

From:

0.20 0% 2001791

49 0% 0% 10 49F F0% 0% F F

SR 24

98%

From:To:

0.33 0% 2001791

80 NA NAR


0.20 07/11/2001791


0.50 07/11/2001791

30 NA NARDead End

SR 24From:To:

From:

0.15 06/20/2001792

150 NA NAR


0.36 1998792


0.94 06/18/2001792

30 NA NAR09-608

09-806To:

From:

2.00 07/09/2001793

210 NA NAR09-645

Dead EndTo:

From:

1.20 06/04/2001794

50 NA NARSR 122

Dead EndTo:

From:

0.70 05/29/2001795

400 NA NARSR 24

09-635To:

From:

0.32 07/25/2001796

20 NA NAR09-608

0.03 ME 09-608From:To:

From:

0.03 07/09/2001797


1.07 07/09/2001797

100 NA NAR09-707

0.50 ME 09-707From:To:

From:

0.50 1998798


0.90 06/18/2001798

150 NA NARUS 221

Dead EndTo:

From:

0.30 1998799

130 NA NARDead End

09-758To:

From:

1.10 07/11/2001800

1900 2% 3% 200 1900F F1% 2% C FSR 122

SR 24

93%

From:To:

From:

3.35 0% 2001801

520 NA NAR09-747To:

0.75 06/16/2001801

298/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

410 NA NAR09-747

09-746To:

From:

1.00

Bedford County

07/16/2001801

270 NA NARUS 460; US 221 WEST

US 460; US 221 EASTTo:

From:

0.35 07/23/2001802

1200 1% 2% 120 1200F F3% 1% C FUS 460

09-71593%

To:

From:

0.50 0% 2001803

20 NA NARDead End

0.62 MN Dead EndFrom:To:

From:

0.62 06/27/2001804

180 NA NAR09-714To:

1.54 1992804

380 NA NARSR 122

09-626To:

From:

7.44 07/02/2001805

90 NA NARSR 122; 09-9044

09-793From:To:

From:

1.20 07/09/2001806

30 NA NAR

2.29 MN 09-793From:To:

2.29 07/09/2001806

100 NA NAR09-801To:

0.51 07/09/2001806

70 NA NAR09-801

SR 24From:To:

From:

1.19 07/09/2001807

20 NA NAR

1.73 MS SR 24From:To:

1.73 07/16/2001807

20 NA NAR09-747To:

0.05 07/16/2001807

30 NA NAR09-715

09-714 WESTFrom:

To:

From:

2.40 06/20/2001808


1.50 MS 09-714 EASFrom:To:

1.50 06/20/2001808

120 NA NAR

09-712From:To:

0.90 06/20/2001808

200 NA NARSR 24To:

0.10 06/20/2001808

30 NA NAR09-604

Dead EndTo:

From:

0.06 05/31/2001809

3 NA NARDead End

09-622To:

From:

0.20 06/11/2001810


09-709

94%

From:To:

From:

1.18 0% 2001811

3100 0% 2% 320 3200F F1% 2% C F

US 460

94%

From:To:

1.57 0% 2001811

4400 1% 3% 500 4500F F1% 1% F F09-643

95%To:

0.47 0% 2001811

308/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

4200 1% 3% 440 4200F F1% 1% F F09-643

09-622 SOUTH

95%

From:To:

From:

3.20 0%

Bedford County

2001811

11000 1% 3% 1100 11000F F1% 1% C F

09-622 NORTH

95%

From:To:

0.48 0% 2001811

11000 1% 3% 1300 12000F F1% 1% F F

09-661

95%

From:To:

0.16 0% 2001811

10000 1% 3% 1100 11000F F1% 1% F FUS 221

95%To:

0.99 0% 2001811

200 NA NAR09-695

09-741To:

From:

0.70 05/21/2001812

10 NA NARDead End

09-714To:

From:

0.50 06/27/2001813

70 NA NARDead End

SR 122To:

From:

1.15 05/29/2001814

80 NA NAR09-715

Dead EndTo:

From:

0.60 06/13/2001815

48 NA NARDead End

09-754To:

From:

0.80 07/18/2001816

20 NA NAR09-735

09-732To:

From:

1.80 06/27/2001817

60 NA NARDead End

09-708To:

From:

0.35 06/20/2001818

180 NA NARSR 24

09-722To:

From:

1.20 06/27/2001819

30 NA NARDead End

09-601To:

From:

0.10 05/29/2001820

170 NA NARSR 122

Dead EndTo:

From:

0.30 06/25/2001821

20 NA NARDead End

09-638To:

From:

0.50 05/31/2001822

50 NA NARCul-de-Sac

09-1555From:To:

From:

0.10 06/25/2001823

140 NA NAR

09-1550From:To:

0.36 06/25/2001823

450 NA NAR09-655To:

1.70 06/25/2001823

40 NA NAR09-643

Dead EndTo:

From:

0.30 06/13/2001824

190 NA NARUS 460

0.15 ME US 460To:

From:

0.15 06/20/2001825

318/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

160 NA NAR0.15 ME US 460

Dead EndTo:

From:

0.20

Bedford County

06/20/2001825

40 NA NARDead End

09-628To:

From:

0.80 06/20/2001826

250 NA NAR09-695

09-770To:

From:

0.30 05/21/2001827

160 NA NARSR 122

Dead EndTo:

From:

0.60 05/29/2001828

20 NA NARDead End

09-617To:

From:

0.30 05/21/2001829


US 221 EASTTo:

From:

0.50 06/13/2001830

720 2% 2% 70 720F F0% 0% F FUS 460; US 221 WEST

09-684

95%

From:To:

From:

0.33 0% 2001831

930 2% 2% 100 940F F0% 0% C FUS 460; US 221 EAST

95%To:

0.54 0% 2001831

50 NA NARDead End

SR 122To:

From:

0.70 05/23/2001832


09-626 NORTHTo:

From:

0.35 06/20/2001833

130 NA NARDead End

09-733To:

From:

1.90 06/20/2001834

380 NA NARDead End

09-608To:

From:

2.00 06/25/2001835

350 NA NAR09-835

09-654To:

From:

1.40 06/25/2001836

70 NA NAR09-655

Dead EndTo:

From:

0.30 06/25/2001837

90 NA NARDead End

SR 43To:

From:

1.10 05/23/2001838

190 NA NAR09-619

Dead EndTo:

From:

1.25 07/23/2001839

350 NA NARUS 221

09-643To:

From:

1.20 06/18/2001840

490 NA NAR09-643

US 221To:

From:

0.40 06/13/2001841

240 NA NARDead End

09-616To:

From:

0.80 07/11/2001842

328/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year


09-698 NORTHTo:

From:

0.27

Bedford County

07/23/2001843

60 NA NARUS 221

Dead EndTo:

From:

0.09 06/11/2001845

110 NA NARUS 501

Dead EndTo:

From:

0.20 06/04/2001846

190 NA NARNCL LYNCHBURG

Dead EndTo:

From:

0.53 06/04/2001847

48 NA NAR09-811

Dead EndTo:

From:

0.13 06/18/2001848

50 NA NAR09-640

09-643To:

From:

0.70 05/23/2001849

10 NA NARSR 43

Dead EndFrom:To:

From:

0.10 05/23/2001850

48 NA NAR09-640To:

0.30 05/23/2001850

100 NA NARDead End

09-758To:

From:

0.84 07/11/2001851

70 NA NARCul-de-Sac

09-1580From:To:

From:

0.30 07/11/2001852

400 NA NAR09-636To:

1.11 07/11/2001852

520 NA NARDead End

09-608To:

From:

2.55 07/03/2001853

1400 NA NARUS 221

09-811To:

From:

0.29 06/11/2001854

270 NA NAR09-647

09-856From:To:

From:

0.22 06/04/2001855


0.45 06/04/2001855

90 NA NAR09-647

09-885To:

From:

0.30 06/04/2001856

50 NA NAR09-635

Dead EndTo:

From:

0.11 07/25/2001857

260 NA NAR09-649


From:

0.04 06/18/2001858

120 NA NAR09-619

Dead EndTo:

From:

0.05 07/25/2001859

338/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year


SR 122 NORTHTo:

From:

1.19

Bedford County

06/27/2001860

50 NA NARSR 122

Dead EndTo:

From:

0.23 07/16/2001861

400 NA NAR09-661

09-870To:

From:

0.02 06/11/2001862

480 NA NAR09-668

Dead EndTo:

From:

0.65 06/13/2001863

160 NA NAR09-805

SR 122To:

From:

0.26 07/02/2001864

170 NA NARDead End

09-758To:

From:

1.30 07/11/2001865

48 NA NAR09-828

Dead EndTo:

From:

0.15 05/29/2001866


SR 122 NORTHTo:

From:

0.35 07/16/2001867


SR 122 NORTHTo:

From:

0.30 06/27/2001868


SR 122 NORTHTo:

From:

0.27 06/27/2001869

100 NA NAR09-862

Dead EndTo:

From:

0.06 06/11/2001870

60 NA NAR09-747

Dead EndTo:

From:

0.38 07/16/2001871

70 NA NAR09-608

Dead EndTo:

From:

0.90 07/02/2001872


US 221To:

From:

0.15 06/11/2001873


US 221To:

From:

0.15 06/11/2001874

6 NA NAR09-772

Dead EndTo:

From:

0.15 05/29/2001875

30 NA NAR09-811

0.07 ME 09-811From:To:

From:

0.07 06/11/2001876


0.21 06/11/2001876

20 NA NAR09-653

Dead EndTo:

From:

0.05 07/11/2001877

348/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

48 NA NARSR 122

Dead EndTo:

From:

0.03

Bedford County

06/27/2001878

50 NA NARRoanoke County Line

Dead EndTo:

From:

0.35 07/25/2001880


09-691 EASTTo:

From:

0.53 07/18/2001882

370 NA NARDead End

09-634To:

From:

0.58 07/25/2001883

110 NA NAR09-621

Dead EndTo:

From:

0.25 06/06/2001884

70 NA NARCul-de-Sac

09-883To:

From:

0.25 07/25/2001885

390 NA NARSR 24 WEST

SR 24 EASTTo:

From:

2.05 07/25/2001886


09-699 NORTHTo:

From:

0.21 07/23/2001887

420 NA NARDead End

ACCESS ROAD 1From:

To:

From:

1.77 07/02/2001888

Dead End; Gap Terminus200 NA NAR

ACCESS RD 2From:To:

1.14 07/02/2001888

450 NA NAR09-626To:

0.26 07/02/2001888

45 NA NARDead End

09-601To:

From:

0.30 05/29/2001889

130 NA NARDead End

09-718To:

From:

0.30 06/13/2001890

70 NA NARSR 24

09-893From:To:

From:

0.08 06/27/2001891

NA NA NA09-892To:

0.02891

NA NA NA09-891

Dead EndTo:

From:

0.07892

50 NA NARDead End

09-891To:

From:

0.17 06/27/2001893

140 NA NARDead End

09-888To:

From:

0.63 07/02/2001894

100 NA NARDead End

US 460To:

From:

0.19 06/18/2001896

358/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

400 NA NARDead End

US 460; US 221To:

From:

0.08

Bedford County

07/23/2001897

48 NA NARDead End

09-726To:

From:

0.12 07/18/2001900

6 NA NARDead End

US 501To:

From:

0.18 1998905

NA NA NADead End/

SR-00122(B)/09-00721(U)/To:

From:

0.56910

30 NA NARDead End

09-626To:

From:

0.08 06/20/2001920

10 NA NAR09-626

Dead EndTo:

From:

0.07 06/20/2001921

NA NA NA09-00663(B)/

Cul-de-Sac/To:

From:

0.32930

20 NA NARDead End

09-714To:

From:

0.13 1998940

80 NA NAR09-1010

09-1001To:

From:

0.06 06/04/20011000

48 NA NARCul-de-Sac

09-1010To:

From:

0.29 06/04/20011001

30 NA NARCul-de-Sac

09-794To:

From:

0.20 06/04/20011006

170 NA NAR09-1008


From:

0.08 06/04/20011007

130 NA NAR09-1007

Dead EndTo:

From:

0.23 06/04/20011008


Cul-de-SacTo:

From:

0.14 06/06/20011009


09-1011From:To:

From:

0.09 06/04/20011010

130 NA NARDead End

From:

To:

0.20 06/04/20011010

09-100050 NA NAR

Cul-de-SacTo:0.17 06/04/20011010

30 NA NARDead End

09-1012From:To:

From:

0.05 06/04/20011011

80 NA NAR09-1010To:

0.23 06/04/20011011

368/7/2002





4TireDesign

QA2Axle 3+Axle


HourAAWDT QW Year

30 NA NARCul-de-Sac

09-1011To:

From:

0.03

Bedford County

06/04/20011012

40 NA NARDead End

09-1014From:To:

From:

0.19 06/06/20011013


0.30 06/06/20011013

20 NA NAR09-1013

Cul-de-SacTo:

From:

0.07 06/06/20011014

200 NA NARSR 24

Dead EndTo:

From:

0.42 07/25/20011015

40 NA NAR09-658

Dead EndTo:

From:

0.16 06/04/20011016

48 NA NARCul-de-Sac

09-1018From:To:

From:

0.05 06/04/20011017

150 NA NAR09-658To:

0.12 06/04/20011017

60 NA NAR09-1017

Cul-de-SacTo:

From:

0.16 06/04/20011018

210 NA NARDead End

SR 24To:

From:

0.22 07/25/20011020


SR 24To:

From:

0.30 07/25/20011021

500 NA NARSR 24

Cul-de-SacTo:

From:

0.32 07/25/20011022

240 NA NAR09-1022

09-1024From:To:

From:

0.41 07/25/20011023

80 NA NARCul-de-SacTo:

0.27 07/25/20011023

80 NA NAR09-1023

Cul-de-SacTo:

From:

0.18 07/25/20011024


SR 24To:

From:

0.33 07/25/20011025

80 NA NAR09-761

09-1027To:

From:

0.28 06/04/20011026

48 NA NAR09-1028

09-1026From:To:

From:

0.06 06/04/20011027

20 NA NARCul-de-SacTo:

0.12 06/04/20011027

70 NA NAR09-1027

Cul-de-SacTo:

From:

0.16 19971028

378/7/2002

Virginia Department of TransportationTraffi

2001 Virginia Department of Transportation Daily Traffic ... · Because the user determines the...

Documents

Transcript of 2001 Virginia Department of Transportation Daily Traffic ... · Because the user determines the...