2009 Virginia Department of Transportation Daily Traffic Volume Estimates Including Vehicle Classification Estimates. Jurisdiction Report 94

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1 Daily Traffic Volume Estimates Including Vehicle Classification Estimates where available Jurisdiction Report 94 Prepared By In Cooperation With U.S. Department of Transportation Federal Highway Administration

2 Traffic Monitoring Section The (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, titled Average Daily Traffic Volumes with Vehicle Classification Data, on Interstate, Arterial and Primary Routes includes a list of each Interstate and Primary highway segment with the estimated Annual Average Daily Traffic (AADT) for that segment. AADT is the total annual traffic estimate divided by the number of days in the year. This booklet also includes information such as estimates of the percentage of the AADT made up by 6 different vehicle types, ranging from cars to double trailer trucks; 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; as well as Peak Hour and Peak Direction factors used by planners to formulate design criteria. In addition to the Primary and Interstate publication, one hundred books are published periodically, one for each of 100 areas across the state defined by VDOT for recordkeeping purposes. These books include traffic volume estimates for 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. Also available are 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 reports have been redesigned based on user requests and feedback. The people of the VDOT Traffic Monitoring Section who produce these books welcome requests for other helpful ways of presenting the summary information. A compact disc (CD) is available that includes files in the Adobe Portable Document Format (PDF) that can be displayed, searched, and printed using common desktop computer equipment. The CD includes the publications described above as well as a number of other reports, including specialized VMT summaries and smaller AADT reports for each city and town separately.

3 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 Traffic Engineering Division 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 Because the data collection techniques and statistical evaluation processes are different than those used in previous years, comparison with previous publications may be misleading.

4 lossary 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 ed Short Term Traffic Count Data ed Short Term Traffic Count Data with rowth 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. : 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 ed Short Term Traffic Count Data H Historical Estimate M Mass Collective Average N Classification Estimates of Similar Neighboring Traffic Link

5 K : The estimate of the portion of the traffic volume traveling during the peak hour or design hour. QK: Quality of the K estimate: A based on 30th Highest Hour Observed During at least 250 days of Continuous Traffic Data B based on other Hour Observed During Less than 250 days of Continuous Traffic Data F based on Highest Hour Collected at in a 48 Hour Weekday Period M based on Manual Estimate of design hour N Design Hour (K ) of Similar Neighboring Traffic Link O Provided by External Source Dir : The estimate of the portion of the traffic volume traveling in the peak direction during the peak hour.. AAWDT: Average Annual Weekday Traffic. The estimate of typical traffic over the period of one year for the days between Monday through Thursday inclusive. QW: Quality of AAWDT: A Average of Complete Continuous Count Data B Average of Selected Continuous Count Data F ed Short Term Traffic Count Data ed Short Term Traffic Count Data with rowth 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,

6 Route Shield Legend North 81 Interstate Route Route Systems Traffic volume data for Interstate Routes and some other routes are reported separately by direction, as well as combined. 29 US Route 7 Virginia State Route F241 Frontage Road (F precedes frontage route number) 0 Secondary Route Special Routes 29 ALT 220 iness Route Bypas Bypass Route Truck Truck Route ALT Alternate Route Wye Wye Route connector 11 P P Parallel Route; Southbound or bound direction lanes of a numbered route where they are on a different road facility than the other direction. The VDOT Maintainenance Jurisdiction number is displayed below the Secondary Route Number if the Maintenance Jurisdiction is different than the jurisdiction in the title of the report.

7 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Isle of Wight County Line Mercury Blvd % 0% 0% 1% 1% 0% F F Mercury Blvd % 0% 0% 1% 1% 0% F F US 258, SR 143 US 258 Mercury Blvd % 0% 0% 1% 1% 0% F F SR 152 Main St F 98% 1% 1% 0% 0% 0% C B F SR 306 Harpersville Rd % 0% 0% 1% 1% 0% F NA 600 SR 312 J Clyde Morris Blvd SR J Clyde Morris Blvd % 0% 0% 1% 1% 0% F NA I J Clyde Morris Blvd % 1% 0% 0% 0% 0% F F Harpersville Rd J Clyde Morris Blvd % 1% 0% 0% 0% 0% F F NCL Newport News Isle of Wight County Line Mercury Blvd % 0% 0% 1% 1% 0% F F Mercury Blvd % 0% 0% 1% 1% 0% F F US 258, SR 143 James City County Line % 1% 2% 1% 4% 0% F 0.09 F Yorktown Rd % 1% 2% 1% 2% 0% C F SR 105 Ft Eustis Blvd % 1% 2% 1% 2% 0% F F Snidow Blvd % 1% 1% 0% 0% 0% C F % 1% 1% 0% 0% 0% C F Bland Blvd % 1% 1% 0% 0% 0% F F Oyster Point Rd % 0% 1% 0% 0% 0% C F Deep Creek Road 7

8 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Deep Creek Road % 0% 1% 0% 0% 0% F NA J Clyde Morris Blvd % 1% 1% 0% 0% 0% C F Harpersville Rd % 1% 1% 0% 0% 0% F F Main Street % 1% 1% 0% 0% 0% C F Mercury Blvd % 1% 1% 0% 0% 0% C 0.12 F Huntington Ave Huntington Ave % 1% 1% 0% 0% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 1% 1% 0% 0% 0% F NA Huntington Ave 50th St % 0% 1% 0% 0% 0% C F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 0% 0% F NA Huntington Ave 39th St % 0% 1% 0% 0% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 0% 0% F NA Huntington Ave 25th St 29th St % 0% 1% 0% 0% 0% F F 5500 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 0% 0% F NA th St Huntington Ave % 5% 2% 0% 0% 0% C F th St % 5% 2% 0% 0% 0% F F 2900 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 3% 2% 0% 0% 0% F NA th St Roanoke Ave % 5% 2% 0% 0% 0% F F 3300 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 4% 2% 0% 0% 0% F NA th St 25th St % 5% 2% 0% 0% 0% F F WCL Hampton US % 1% 1% 0% 0% 0% C F P Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 1% 1% 0% 0% 0% F NA Th St 8

9 P Route Jurisdiction Length AADT Combined Traffic Estimates for 2 Parallel Roadways on this Route: QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW 50Th St % 0% 1% 0% 0% 0% F 0.1 F % 0% 1% 0% 0% 0% F NA Th St % 0% 1% 0% 0% 0% C F 3500 P Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 0% 0% F NA Th St US 26th St % 2% 2% 0% 0% 0% C F 2800 P Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 3% 2% 0% 0% 0% F NA 5700 Chestnut Ave 26th St % 2% 2% 0% 0% 0% C F 1800 P Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 4% 2% 0% 0% 0% F NA th St WCL Newport News (Maint: 99) % 0% 1% 0% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 238 Yorktown Rd (Maint: 99) % 0% 1% 0% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 105 Ft Eustis Blvd (Maint: 99) % 0% 1% 0% 3% 0% F F 400 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 143 (Maint: 99) % 0% 1% 0% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 171 Oyster Point Rd (Maint: 99) A 96% 0% 1% 0% 3% 0% C A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: A 96% 0% 1% 0% 3% 0% C A A US 17 J Clyde Morris Blvd (Maint: 99) % 0% 1% 0% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA WCL Hampton WCL Newport News (Maint: 99) % 0% 1% 1% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 143 9

10 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW SR 143 (Maint: 99) % 0% 1% 1% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 238 Yorktown Rd (Maint: 99) % 0% 1% 1% 3% 0% F 0.07 F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 105 Fort Eustis Blvd (Maint: 99) % 0% 1% 1% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 143 (Maint: 99) % 0% 1% 1% 3% 0% F F Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA SR 171 Oyster Point Rd (Maint: 99) A 96% 0% 1% 1% 3% 0% C A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: A 96% 0% 1% 0% 3% 0% C A A US 17 J Clyde Morris Blvd (Maint: 99) % 0% 1% 1% 3% 0% F F 700 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 0% 3% 0% F NA WCL Hampton 105 Ft Eustis Blvd 0.04 Ft Eustis % 1% 1% 1% 2% 0% F 0.1 F US 105 Ft Eustis Blvd % 1% 1% 1% 2% 0% C F I 105 Ft Eustis Blvd % 1% 1% 1% 2% 0% F 0.09 F SR Ft Eustis Blvd A 96% 1% 1% 1% 2% 0% C A A NCL Newport News th St 0.35 WCL Hampton % 1% 1% 0% 0% 0% F F SR 143 Par, 28th St SR 143 Par, 27th St % 1% 1% 0% 0% 0% F F 2400 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 1% 1% 0% 0% 0% F NA th St Chestnut Ave % 1% 1% 0% 0% 0% C F 2700 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 1% 1% 0% 0% 0% C NA 5100 SR 143 Par, 27th St 10

11 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW SR 143 Par, 27th St % 0% 1% 1% 1% 0% C F I % 0% 1% 0% 0% 0% F F th St % 0% 1% 0% 0% 0% F F US 258 Mercury Blvd Mercury Blvd % 0% 0% 1% 1% 0% F F SR 152 Main St F 98% 1% 1% 0% 0% 0% C B F SR306 Harpersville Rd % 0% 0% 1% 1% 0% F NA 600 J Clyde Morris Blvd US 17; J Clyde Morris Blvd % 1% 1% 1% 0% 0% C F Middle round Blvd % 0% 1% 0% 0% 0% F 0.08 F SR 171 Oyster Point Rd % 0% 1% 0% 0% 0% F F I % 0% 1% 0% 1% 0% C F Bland Blvd % 0% 1% 0% 0% 0% F F SR % 0% 1% 0% 0% 0% C NA 300 Richneck Rd % 0% 1% 0% 0% 0% F F SR 105 Ft Eustis Blvd % 0% 1% 1% 1% 0% C F Yorktown Rd % 0% 1% 1% 1% 0% F F James City County Line SR 143; 28th St th St % 1% 1% 0% 0% 0% C F P Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 1% 1% 0% 0% 0% F NA 5100 Chestnut Ave th St % 1% 1% 0% 0% 0% C F P Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 1% 1% 0% 0% 0% C NA

12 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW 152 Main St % 0% 1% 0% 0% 0% C 0.09 F US 17, SR Main St % 0% 1% 0% 0% 0% C F WCL Hampton SR Oyster Point Rd % 0% 1% 1% 0% 0% C F Canon Blvd 171 Oyster Point Rd % 0% 1% 1% 0% 0% F F I 171 Victory Blvd % 0% 1% 0% 1% 0% F F York County Line Moyer Drive % 0% 1% 0% 0% 0% C F Catalina Drive Catalina Dr % 0% 1% 0% 0% 0% F F Lucas Creek Rd % 0% 1% 0% 0% 0% F F % 1% 1% 0% 0% 0% C F SR % 0% 0% 0% 0% 0% F F York County Line 238 Yorktown Rd % 1% 1% 3% 2% 0% C F I 238 Yorktown Rd % 1% 1% 1% 1% 0% F F SR Yorktown Rd % 1% 1% 1% 1% 0% F F York County Line Isle of Wight County Line Mercury Blvd % 0% 0% 1% 1% 0% F F Mercury Blvd % 0% 0% 1% 1% 0% F F Mercury Blvd % 0% 0% 0% 1% 0% F F WCL Hampton 12

13 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW 306 Harpersville Rd % 0% 1% 0% 0% 0% C F US 17, SR J Clyde Morris Blvd % 0% 1% 0% 0% 0% C F US 17; SR143 US Huntington Ave th St N 97% 1% 1% 1% 0% 0% N 0. N N Marshall Ave th St % 1% 1% 1% 0% 0% C 0. F WCL Hampton 6 EB and WB I 6 Exit 5 ramps I 6 Exit 5 Ramp (from both directions merged) (Maint: 99) 0.11 NA NA NA Ramp to US WB Warwick Ave SCL Hampton 6 Hampton Roads Beltway (Maint: 99) % 0% 1% 1% 3% 0% F NA Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 1% 4% 0% F NA I 6 is signed as South I 6 Roanoke Ave; Chestnut St 6 Hampton Roads Beltway (Maint: 99) % 0% 1% 1% 3% 0% F NA Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 1% 4% 0% F NA I 6 is signed as South I 6 SR 143 ; 35th St 6 Hampton Roads Beltway (Maint: 99) % 0% 1% 1% 3% 0% F NA Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 1% 4% 0% F NA 1000 I 6 is signed as South I 6 Terminal Ave 6 Monitor Merrimac Memorial Bridge Tunnel (Maint: 99) A 94% 0% 1% 1% 3% 0% F A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: 500 A 94% 0% 1% 1% 4% 0% F NA A I 6 is signed as South I 6 WCL Suffolk SCL Hampton 6 Hampton Roads Beltway (Maint: 99) % 0% 1% 1% 4% 0% F NA 300 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 1% 4% 0% F NA I 6 is signed as North I 6 Roanoke Avenue; Chestnut St 13

14 Route Jurisdiction Length AADT 6 Hampton Roads Beltway QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Roanoke Ave; Chestnut St (Maint: 99) % 0% 1% 1% 4% 0% F NA Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 1% 4% 0% F NA I 6 is signed as North I 6 SR 143 ; 35th St 6 Hampton Roads Beltway (Maint: 99) % 0% 1% 1% 4% 0% F NA 300 Combined Traffic Estimates for 2 Parallel Roadways on this Route: % 0% 1% 1% 4% 0% F NA 1000 I 6 is signed as North I 6 Terminal Ave 6 Monitor Merrimac Memorial Bridge Tunnel (Maint: 99) A 94% 0% 1% 1% 4% 0% F A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: 500 A 94% 0% 1% 1% 4% 0% F NA A I 6 is signed as North I 6 WCL Suffolk 6 I 6 WB (NB) Exit 7 Ramp (Maint: 99) 0.26 I 6 WB NB NA NA NA Terminal Ave 14

15 Route F141 Length 0.08 AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir SR 173; 19 Richneck Rd NA NA NA Dead End AAWDT QW Year Washington Ave 1 25th St % 4% 1% 0% 0% 0% C F th St Huntington Ave % 4% 1% 0% 0% 0% F F th Street 3 27th St % 0% 2% 0% 0% 0% F F ; 1SR 143 P US ; 4 Oyster Point Rd % 0% 1% 0% 0% 0% C F SR 143; 5 35th St Washington Ave % 0% 1% 0% 0% 0% F F 890 US Parallel Harpersville Rd; Terrace Dr 6 Hampton Roads Center N 99% 0% 0% 0% 0% 0% N N N WCL Hampton 7 49th St 8 50th St 8 50th St Washington Ave % 5% 1% 0% 0% 0% C F 1700 Huntington Ave Washington Ave % 6% 3% 0% 0% 0% C F 10 US, Huntington Ave % 6% 3% 0% 0% 0% F F 710 US Parallel, 25Th St 9 Washington Ave % 3% 1% 0% 0% 0% C 0. F Th St Beechmont Dr Moyer Rd % 0% 1% 0% 0% 0% C F Lucas Creek Dr Lucas Creek Rd Beechmont Dr % 0% 1% 0% 0% 0% F F Menchville Rd Boxley Blvd % 0% 1% 0% 0% 0% C F US ; Thimble Shoals Blvd Canon Blvd % 0% 1% 0% 1% 0% C F SR 171 Oyster Point Rd J.Clyde Morris Blvd Diligence Dr % 0% 1% 0% 0% 0% C F Thimble Shoals Blvd wood Dr Lucas Creek Rd % 0% 1% 0% 0% 0% F F Colony Dr Colony Rd wood Dr % 0% 1% 0% 0% 0% C F Normandy Lane Maxwell Ln % 0% 0% 0% 0% 0% C F

16 Route Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year Bland Blvd 16 McManus Blvd % 0% 0% 0% 0% 0% C F Middle round Blvd % 1% 1% 0% 1% 0% C F Canon Blvd Moyer Rd % 0% 0% 0% 0% 0% C F Beechmont Dr Richneck Rd % 1% 0% 0% 0% 0% C F Richneck Rd % 1% 0% 0% 0% 0% F F York County Line Mercury Blvd River Rd % 1% 1% 0% 0% 0% C F Huntington Ave Country Club Rd Shoe Ln % 0% 1% 0% 0% 0% C F Thimble Shoals Blvd % 1% 0% 0% 0% 0% C F Pilot House Dr Pilot House Rd Thimble Shoals Blvd % 1% 1% 0% 0% 0% C F US 17 J Clyde Morris Blvd th St % 1% 1% 5% 0% 0% C F Chestnut Ave 7000 Chesapeake Ave % 1% 1% 5% 0% 0% F F SCL Hampton Ave rd St % 1% 1% 0% 0% 0% C F US Huntington Ave rd St % 1% 1% 0% 0% 0% F F US Par 25th St Huntington Ave th St % 0% 2% 0% 0% 0% C F th St th St 7006 Ramp to I 6 at Exit 5 Washington Ave % 0% 2% 0% 0% 0% F F % 0% 2% 0% 0% 0% F F US Par 34th St US WB; 34th St NA NA NA Ramp to I 6 EB (SB) Colony Rd 7007 Lucas Creek Rd % 0% 0% 0% 0% 0% C F Youngs Rd 7007 Lucas Creek Rd % 0% 0% 0% 0% 0% F F Colony Rd Washington Ave th St F Huntington Ave 16

17 Route Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year th St % 1% 2% 1% 1% 0% F 0.08 F Madison Ave th St % 1% 2% 1% 1% 0% C F Marshall Ave th St % 1% 1% 7% 1% 0% C F Chestnut Ave Briarfield Rd 7011 Orcutt Ave % 0% 1% 0% 0% 0% F F Paul St 7011 Orcutt Ave % 0% 1% 0% 0% 0% C F SWCLHampton 7012 Briarfield Rd % 1% 1% 0% 1% 0% C F SWCL Hampton 3; 27Th Street % 0% 1% 0% 0% 0% F F US, 25th St % 1% 1% 1% 1% 0% C F th St 25th St 7015 Marshall Ave % 1% 1% 0% 0% 0% F F th St 7015 Marshall Ave % 1% 1% 0% 0% 0% C 0.09 F Richard Ct 7015 Marshall Ave % 1% 1% 0% 0% 0% F F SWCL Hampton 7017 Roanoke Ave % 0% 1% 16Th St 0% 0% 0% F F I Roanoke Ave % 0% 1% 0% 0% 0% C F Briarfield Rd 7017 Roanoke Ave % 0% 1% 0% 0% 0% F 0.09 F SWCL Hampton US 25th St 7019 Chestnut Ave % 0% 1% 1% 0% 0% C F I Chestnut Ave % 0% 1% 0% 0% 0% F 0.09 F Briarfield Rd 7019 Chestnut Ave % 0% 1% 0% 0% 0% C F SWCL Hampton 7027 Harpersville Rd % 0% 0% 0% 0% 0% F F E W Expressway 7027 Harpersville Rd % 0% 0% 0% 0% 0% C F Saunders Rd 12; Canon Blvd 7034 Old Oyster Point Rd F Lochaven Drive 7034 Old Oyster Point Rd % 0% 1% 0% 0% 0% C F Brighton Lane Brigton Lane 7034 Old Oyster Point Rd % 0% 1% 0% 0% 0% F F US 17; J Clyde Morris Blvd 17

18 Route Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year US 17; J Clyde Morris Blvd 7034 Harpersville Rd % 0% 1% 0% 0% 0% F F Harpersville Rd 7034 Saunders Rd % 0% 1% 0% 0% 0% C F NWCL Hampton Beverly Hills Blvd 7036 Blount Point Rd % 0% 0% 0% 0% 0% C F Madison Ave North Madison Lane North 7036 Hiden Blvd % 0% 0% 0% 0% 0% F F Normandy Lane 7038 Deep Creek Rd % 1% 2% 0% 0% 0% C F Hertzler Rd 7040 Colony Rd % 1% 2% 0% 0% 0% C F Lucas Creek Rd 7040 Colony Rd % 1% 2% 0% 0% 0% F F Old % 1% 1% 0% 0% 0% C F York County Line 7104 Bland Blvd % 0% 0% 0% 0% 0% C F SR Bland Blvd % 0% 0% 0% 0% 0% F F McManus Blvd North Ramp From Terminal Av 35th St 79th St 0.23 Terminal Ave NA NA NA I 6 WB NB Roanoke Ave F 2300 Orcutt Ave Chestnut Ave F 2000 New Market Dr rant Dr Arline Dr F Lakeshore Dr Fawn Lane Atkins Ln F Oyster Point Rd Deep Creek Barclay Rd F Steffi Pl Beech Dr Henry Clay Rd 5100 NA 5500 Teakwood Dr Burns Ave Bruton Ave F Buxton Ave Courtney Ave 25th St 50 NA 6100 SWCL Hampton Swann Ave Center Ave F US 17; 18

19 Route Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year Olive Dr Chatsworth Dr F Eubank Cir Tanbark Dr Dresden Dr F Etna Dr arrow Rd Almond Dr Shellby Dr 440 NA 440 Beechment Dr 1200 NA 1200 Virginia Dr W. Carolyn Rd lendale Rd F E. Carolyn Rd wynn Cir Tabbs Lane 10 NA 10 Fischer Dr Roanoke St Hampton Ave F Orcutt Ave Crestwood Dr King wood Dr F Warren Dr Lakeshore Dr F Sandra Dr Louise Dr Ross Dr Bayberry Dr F 2200 Cloverleaf Lane 48th St Madison Ave F th ST Hampton Ave Madison Ave F St Street 30Th Street Madison Ave F St Street Madison Ln Walnut rove F 3700 Crittenden St River Rd Main St F Palen Ave Menchville Rd Menchville Rd Museum Dr Ronald Dr 2400 NA 20 Bernard Dr Nicewood Dr 9100 NA Youngs Rd Lakeside Dr 1800 NA 1800 Anderson Cir N Madison Lane F Cameron Dr 19

20 Route Oak Ave Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year 30th St F st St Hampton Ave Oak Ave F st St Old Courthouse Way 7800 NA 8500 Hustings Lane 30Th Street Orcutt Ave F Oriana Rd 31St Street 9300 NA Ridgewood Pkwy F Balthorpe Rd Rt 143 Airport Lot Snidow Blvd Spaulding Dr SR 143 NA NA NA Newport News Williamsburg International Airport 5200 NA 5700 Barron Dr 420 NA 420 Keswick Cir Marvin Dr Stanley Dr F Mckinley Dr Traverse Rd Wendfield Cir F 1400 Bayberry Dr W Lucas Creek Rd F Warren Dr Hughes St Lakeshore Dr NA Linda Dr Mac Neil Dr Wells Rd F Deep Spring Dr Hampton Ave Wickham Ave F st St 30th Street Wickham Ave F St Street Hemlock Rd Willow Dr F Woodside Ln Woodside Ln Latham Dr Richneck Rd F 2900 Aspen Dr Jouett Dr 00 NA 60 20