2010 Virginia Department of Transportation Daily Traffic Volume Estimates Including Vehicle Classification Estimates. Special Locality Report 133

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1 Virginia Department of Transportation Daily Traffic Volume Estimates Including Vehicle Classification Estimates where available Special Locality Report 133 Information in this report is included in Report 61 (Nansemond Maintenance Area) Prepared By Virginia Department of Transportation In Cooperation With U.S. Department of Transportation Federal Highway Administration

2 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, 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 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 ed Short Term Traffic Count Data G ed 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. : 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 G ed 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,

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) 600 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 10 Virginia Department of Transportation Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Isle of Wight County Line G 95% 0% 1% 1% 2% 0% F F G SR 125 Chuckatuck Godwin Blvd G 95% 0% 1% 1% 2% 0% F F G Everets Rd Godwin Blvd G 95% 0% 1% 1% 2% 0% C F G Kings Fork Rd Godwin Blvd G 95% 0% 1% 1% 2% 0% F F G US Suffolk Bypass Godwin Blvd G 95% 0% 1% 1% 2% 0% F NA G Pruden Blvd US 460 US 460 Elephant Fork F 99% 0% 0% 0% 0% 0% C B F US 460, US US Main St G 99% 0% 1% 0% 0% 0% F NA G US US, US Main St G 99% 0% 1% 0% 0% 0% F NA G SR 337 Washington St 13 North Carolina State Line Whaleyville Blvd A 89% 0% 1% 1% 9% 0% C 0.1 A A Mineral Spring Rd 13 Whaleyville Blvd G 89% 0% 1% 1% 9% 0% F F G Great Fork Rd Whaleyville Blvd G 89% 0% 1% 1% 9% 0% F F G Whaleyville Blvd Whaleyville Blvd Cypress Chapel Rd G 89% 0% 1% 1% 9% 0% F F 7600 G S, Liberty Spring Rd G 89% 0% 1% 1% 9% 0% F F 8800 G N, Babbtown Rd 13 Whaleyville Blvd G 89% 0% 1% 1% 9% 0% F F 9300 G SR 32 Carolina Rd SR 32 Whaleyville Blvd Carolina Rd G 89% 0% 1% 1% 9% 0% F F G US 13 US 13, SR 32 Carolina Rd 13 Southwest Suffolk Bypass G 84% 1% 2% 2% 11% 0% C F 9900 G US Holland Rd US 13 Suffolk Bypass G 86% 1% 1% 1% 12% 0% F F G Pitchkittle Rd 7

8 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Pitchkittle Rd 13 Suffolk Bypass G 93% 0% 1% 1% 5% 0% F 0.08 F G US 460 Pruden Blvd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G SR 10 SR 32 Godwin Blvd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G Wilroy Rd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G US 13, US Military Hwy Military Highway G 93% 0% 1% 1% 5% 0% F F G US 13 US 13 Southwest Suffolk Bypass Carolina Rd G 89% 0% 1% 1% 9% 0% F NA G Old SCL Suffolk Carolina Rd G 89% 0% 1% 1% 9% 0% F NA G Fayette St US 13; SR 32 Fayette St Main St G 99% 0% 1% 0% 0% 0% C F G Begin SR Main St G 99% 0% 1% 0% 0% 0% F NA G US ; US 460 SR 32 Main St Constance Rd G 97% 0% 1% 1% 2% 0% F F G Pinner St Portsmouth Blvd G 97% 0% 1% 1% 2% 0% C F G SR 337 Washington St Portsmouth Blvd G 96% 1% 1% 1% 1% 0% C F G US 13, US, US Bridge Rd Bridge Rd Bridge Rd Carrolton Blvd WCL Chesapeake G 99% 0% 0% 0% 0% 0% F F G I 664; SR 164 ern Freeway G 98% 0% 0% 1% 1% 0% F F G Knots Neck Road; Shoulders Hill Rd G 98% 0% 0% 1% 1% 0% F F G Bennetts Pasture Rd G 98% 0% 0% 1% 1% 0% F F G Crittenden Rd G 98% 0% 0% 1% 1% 0% F F G Isle of Wight County Line 8

9 Route Jurisdiction Length AADT 17 Ramp North 17 Ramp South 17 Ramp Carolina Rd Carolina Rd Carolina Rd Carolina Rd QA 4Tire Truck 2Axle 3+Axle US 17 S034A TO ROUTE (Maint: 61) 0.13 NA NA NA I 664 E FROM ROUTE 17 US 17 TO ROUTE 664 EASTSOUTH (Maint: 61) 0.03 NA NA NA US 17 S034A TO ROUTE US 17 TO ROUTE 664 EASTSOUTH (Maint: 61) 0.05 NA NA NA US 17 N034A US 17 34A TO ROUTE 1Trail 2Trail QC K QK Dir AAWDT QW North Carolina State Line G 93% 1% 1% 1% 5% 0% C F 4000 G Adams Swamp Rd G 93% 1% 1% 1% 5% 0% F F 4300 G Cypress Chapel Rd G 94% 1% 1% 1% 5% 0% C F 4600 G Babbtown Rd G 94% 1% 1% 1% 5% 0% F F 5200 G Copeland Rd 32 Carolina Rd G 94% 1% 1% 1% 5% 0% F F G US 13 South of Suffolk Whaleyville Blvd Carolina Rd G 89% 0% 1% 1% 9% 0% F F G Dill Rd Carolina Rd G 89% 0% 1% 1% 9% 0% F NA G Old SCL Suffolk Carolina Rd G 89% 0% 1% 1% 9% 0% F NA G US Constance Rd Fayette St Main St G 99% 0% 1% 0% 0% 0% C F G SR 337 Washington St Main St G 99% 0% 1% 0% 0% 0% F NA G US, US Main St G 99% 0% 1% 0% 0% 0% F NA G Old NCL of Suffolk F 99% 0% 0% 0% 0% 0% C B F SR 10 Elephant Fork US Godwin Blvd G 95% 0% 1% 1% 2% 0% F NA G US Suffolk Bypass 9

10 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW US Suffolk Bypass Godwin Blvd G 95% 0% 1% 1% 2% 0% F F G Kings Fork Rd Godwin Blvd G 95% 0% 1% 1% 2% 0% C F G Everets Rd Godwin Blvd G 95% 0% 1% 1% 2% 0% F F G 32 SR 125 Chuckatuck G 95% 0% 1% 1% 2% 0% F F G Isle of Wight County Line Southampton County Line 2 Franklin Bypass G 86% 1% 1% 1% 12% 0% F 0.07 F G Franklin Bypass US N 86% 1% 1% 1% 12% 0% N N N SR Franklin Bypass G 86% 1% 1% 1% 12% 0% F F G SR 272 South Quay Rd G 86% 1% 1% 1% 12% 0% F 0.07 F G Holland Bypass Holland Rd Holland Rd Holland Rd Holland Rd SR G 86% 1% 1% 1% 12% 0% F F G US G 86% 1% 1% 1% 12% 0% F F G W, Buckhorn Rd G 86% 1% 1% 1% 12% 0% F F G E, Lummis Rd Lummis Rd G 86% 1% 1% 1% 12% 0% F F G Manning Bridge Rd G 86% 1% 1% 1% 12% 0% F F G Kenyon Rd G 86% 1% 1% 1% 12% 0% F F G Cove Point Rd Holland Rd G 86% 1% 1% 1% 12% 0% F F G US 13 Southwest Suffolk Bypass US 13 Suffolk Bypass G 86% 1% 1% 1% 12% 0% F F G Pitchkittle Rd 13 Suffolk Bypass G 93% 0% 1% 1% 5% 0% F 0.08 F G US 460 Pruden Blvd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G SR 10, SR 32 Godwin Blvd 10

11 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW SR 10, SR 32 Godwin Blvd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G Wilroy Rd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G US 13, US Military Hwy US Military Hwy bound Military Highway G 93% 0% 1% 1% 5% 0% F F G WCL Chesapeake US TO RTE NA NA NA US E451B TO RTE 189 SOUTH NA NA NA 1SR 189 P FROM RTE EAST US E451A TO RTE 189 SOUTH 0.03 NA NA NA 1SR 189 P FROM RTE EAST US TO RTE 2 & NA NA NA 0.03 US W451B TO RTE 2 & 189 NA NA NA US 2 Gap TO US W451A TO RTE 2 & NA NA NA US 2 US 2 W013A TO & FROM RTE 5 Isle of Wight County Line G 96% 1% 1% 1% 1% 0% C F 2500 G SR G 97% 1% 1% 1% 1% 0% F F G Holland Rd Holland Rd Constance Rd Dutch Rd; Glen Haven Drive G 97% 1% 1% 1% 1% 0% C F 3500 G US US of Holland G 97% 1% 1% 0% 1% 0% F NA G Kilby Shores Rd G 97% 1% 1% 0% 1% 0% C F G SR 337 Constance Rd SR 337 Holland Rd G 98% 0% 1% 0% 0% 0% F F 9400 G WCL Suffolk Pitchkettle Rd 11

12 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW WCL Suffolk Pitchkettle Rd Constance Rd G 98% 0% 1% 0% 0% 0% C F G SR 32 Main St Constance Rd G 97% 0% 1% 1% 2% 0% F F G Pinner Street Highland Ave Portsmouth Blvd G 97% 0% 1% 1% 2% 0% C F G SR 337 Washington St Portsmouth Blvd G 96% 1% 1% 1% 1% 0% C F G US SR 10; SR 32 Godwin Blvd 125 Kings Hwy G 95% 0% 1% 3% 0% 0% C F 3600 G Crittenden Rd 125 Kings Hwy G 95% 0% 1% 3% 0% 0% F F G Ferry Point Rd 125 Kings Hwy G 95% 0% 1% 3% 0% 0% F F G Dead End Dead Nansemond River 125 Kings Hwy G 95% 0% 1% 3% 0% 0% F F G W, Sleepy Hole Rd 125 Kings Hwy G 95% 0% 1% 3% 0% 0% F F G Bennetts Pasture Rd 125 Kings Hwy G 95% 0% 1% 3% 0% 0% F F G SR 337 Nansemond Parkway College Dr College Dr College Dr North 135 Ramp North 135 Ramp US 17 Bridge Rd G 98% 0% 1% 1% 0% 0% F F G SR 164 ern Freeway G 98% 0% 1% 1% 0% 0% C 0.09 F G Towne Point Rd G 98% 0% 1% 1% 0% 0% C F G I G 95% 1% 2% 1% 3% 0% C F G SR 367 Tidewater Community College SR 135 TO I 664 (Maint: 61) 0.37 NA NA NA I 664 W FROM RT 135 SR 135 TO I 664 (Maint: 61) 0.12 NA NA NA I 664 E FROM RT

13 Route Jurisdiction Length AADT South 135 Ramp South 135 Ramp QA 4Tire Truck 2Axle 3+Axle SR 135 TO I 664 (Maint: 61) 0.16 NA NA NA I 664 W FROM RT 135 TO ROUTE 664 EAST (Maint: 61) 0.40 NA NA NA I 664 E FROM ROUTE 135 SOUTH 1Trail 2Trail QC K QK Dir AAWDT QW US 17 Bridge Road 164 ern Freeway (Maint: 61) G 96% 0% 0% 1% 3% 0% F F G I ern Freeway (Maint: 61) G 96% 0% 0% 1% 3% 0% F NA G SR 135 College Dr 164 ern Freeway (Maint: 61) A 96% 0% 0% 1% 3% 0% C A A WCL Portsmouth 164 Ramp 164 Ramp 164 Ramp SR 164 TO ROUTE 664 WESTNORTH (Maint: 61) 0.20 NA NA NA I 664 W FROM ROUTE 164 EAST SR 164 TO ROUTE 664 EASTSOUTH (Maint: 61) 0.22 NA NA NA I 664 E FROM ROUTE 165 WEST SR 164 TO ROUTE 664 WESTNORTH (Maint: 61) 0.35 NA NA NA I 664 W FROM ROUTE 164 WEST Southhampton County Line G 86% 0% 1% 1% 12% 0% C 0.09 F 2000 G Gates Rd G 86% 0% 1% 1% 12% 0% F F G SR 272 South Quay Rd G 86% 0% 1% 1% 12% 0% F F G US Ramp To US See VA 189 for directional traffic volume estimates for this segment. Ramp to US Ramp From SR NA NA NA US 189 Franklin Bypass G 86% 1% 1% 1% 12% 0% F F G SR G 86% 1% 1% 1% 12% 0% F 0.07 F G US SOUTH OF HOLLAND 189 S Quay Rd G 90% 1% 2% 4% 2% 0% C F G Cumberland Lane 13

14 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Cumberland Lane G 90% 1% 2% 4% 2% 0% F F 1200 G US SR 189 S005A TO RTE NA NA NA US FROM RTE 189 North SR 189; 1SR 189 P TO RT EAST NA NA NA SR 189 S005A TO RTE South 1SR 189 P TO RTE EAST NA NA NA SR 189 N005A SR 189 5A TO RTE Southampton County Line 2 Franklin Bypass G 86% 1% 1% 1% 12% 0% F 0.07 F G US Franklin Bypass 2 x 0.17 See US for directional traffic volume estimates for this segment. x 2 Start Label Here 0.05 See US for directional traffic volume estimates for this segment. End Label Here US Franklin Bypass; SR G 55% 0% 1% 4% 40% 0% C F 3600 G NCL Suffolk US 2 W013A TO RTE NA NA NA US FROM RTE 2 & 189 US 2 Gap TO NA NA NA US 2 W013A TO RTE US 2 US W451B TO & FROM RTE NA NA NA US 2 E013A US 2 13A TO RTE SR South Quay Rd G 95% 1% 1% 0% 3% 0% C F G US South Quay Rd US Constance Rd 337 Washington St G 98% 1% 1% 0% 0% 0% F F G Washington St Washington St Broad St G 98% 1% 1% 0% 0% 0% C F G SR 32 Main St G 98% 1% 1% 0% 0% 0% C F G Pinner St 14

15 Route Jurisdiction Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Pinner St 337 Washington St G 98% 1% 1% 0% 0% 0% F F G Old ECL Suffolk 337 Washington St G 98% 1% 1% 0% 0% 0% F F G US Portsmouth Blvd 337 Nansemond Parkway G 95% 2% 2% 1% 0% 0% C F 4800 G Wilroy Rd 337 Nansemond Parkway G 95% 2% 2% 1% 0% 0% F F G Whitley Lane 337 Nansemond Parkway G 95% 2% 2% 1% 0% 0% F F G Nansemond Parkway Pruden Blvd Pruden Blvd SR 125 Kings Hwy G 93% 1% 1% 4% 1% 0% C F G WCL Chesapeake Isle of Wight County Line G 84% 0% 1% 1% 13% 0% F NA G Lake Prince Dr; Providence Rd G 84% 0% 1% 1% 13% 0% F NA G Kings Fork Rd 460 Pruden Blvd G 84% 0% 1% 1% 13% 0% F F G US, BUS US 460; Suffolk Bypass US, BUS US 460, Purden Blvd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G SR 10 SR 32 Godwin Blvd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G Wilroy Rd Suffolk Bypass G 93% 0% 1% 1% 5% 0% F F G US 13, US Military Hwy XXX US 13, US Military Hwy Military Highway G 93% 0% 1% 1% 5% 0% F F G WCL Chesapeake 460 US, US G 99% 0% 0% 0% 0% 0% F NA G SR 10, SR F 99% 0% 0% 0% 0% 0% C B F Old NCL Suffolk Main St G 99% 0% 1% 0% 0% 0% F NA G US 13,BUS US,SR Constance Rd G 97% 0% 1% 1% 2% 0% F F G Pinner St 15

16 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Pinner St Portsmouth Blvd G 97% 0% 1% 1% 2% 0% C F G SR 337 Washington St Portsmouth Blvd G 96% 1% 1% 1% 1% 0% C F G US I 664 W009B TO ROUTE (Maint: 61) 0.13 NA NA NA SR 164 FROM ROUTE 664 ECL Newport News 664 Monitor Merrimac Memorial Bridge Tunnel (Maint: 61) A 94% 0% 1% 1% 4% 0% F A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: 000 A 94% 0% 1% 1% 4% 0% F A A I 664 is signed as South I 664 SR 135 College Dr 664 Hampton Roads Beltway (Maint: 61) A 94% 0% 1% 1% 4% 0% C A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: F 94% 0% 1% 1% 4% 0% C A F I 664 is signed as South I 664 SR 164 ern Freeway 664 Hampton Roads Beltway (Maint: 61) G 94% 0% 1% 1% 4% 0% F NA G Combined Traffic Estimates for 2 Parallel Roadways on this Route: G 94% 0% 1% 1% 4% 0% F NA G I 664 is signed as South I Hampton Roads Beltway US 17 Bridge Rd (Maint: 61) G 94% 0% 1% 1% 4% 0% F NA G Combined Traffic Estimates for 2 Parallel Roadways on this Route: G 94% 0% 1% 1% 4% 0% F NA G I 664 is signed as South I 664 ECL Chesapeake I 664 E TO RT 135 (Maint: 61) 0.26 NA NA NA SR 135 FROM I 664 I 664 E TO RT 135 (Maint: 61) 0.21 NA NA NA SR 135 FROM I 664 I 664 E TO ROUTE 164 (Maint: 61) 0.23 NA NA NA I 664 E009B TO ROUTE 164 EAST (Maint: 61) 0.18 NA NA NA SR 164 FROM ROUTE 66 I 664 E009A TO ROUTE 164 EAST (Maint: 61) 0.46 NA NA NA I 664 W009B TO ROUTE 16

17 Route Jurisdiction Length AADT QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW ECL Newport News 664 Monitor Merrimac Memorial Bridge Tunnel (Maint: 61) A 94% 0% 1% 1% 4% 0% F A A Combined Traffic Estimates for 2 Parallel Roadways on this Route: 000 A 94% 0% 1% 1% 4% 0% F A A I 664 is signed as North I 664 SR 135 College Dr 664 Hampton Roads Beltway (Maint: 61) F 94% 0% 1% 1% 4% 0% C A F Combined Traffic Estimates for 2 Parallel Roadways on this Route: F 94% 0% 1% 1% 4% 0% C A F I 664 is signed as North I 664 SR 164 ern Freeway 664 Hampton Roads Beltway (Maint: 61) G 94% 0% 1% 1% 4% 0% F N G Combined Traffic Estimates for 2 Parallel Roadways on this Route: G 94% 0% 1% 1% 4% 0% F NA G I 664 is signed as North I 664 US 17 Bridge Rd 664 Hampton Roads Beltway (Maint: 61) G 94% 0% 1% 1% 4% 0% F NA G Combined Traffic Estimates for 2 Parallel Roadways on this Route: G 94% 0% 1% 1% 4% 0% F NA G I 664 is signed as North I 664 ECL Chesapeake I 664 W TO RT 135 (Maint: 61) 0.16 NA NA NA SR 135 RAMP FR I 664 FROM_I 664 I 664 W TO RT 135 (Maint: 61) 0.26 NA NA NA SR 135 FROM RTE 664 I 664 W TO INSPECTION STATION (Maint: 61) 0.26 NA NA NA I 664 W FROM INSPECTION STATION I 664 W TO ROUTE 164 (Maint: 61) 0.24 NA NA NA SR 164 FROM ROUTE 664 WESTNORTH I 664 W TO ROUTES 17 SOUTH & 164 EAST (Maint: 61) 0.11 NA NA NA I 664 W009C TO ROUTE 17 SOUTH (Maint: 61) 0.17 NA NA NA I 664 E009B I 664 9B TO ROUTE I 664 W009B TO ROUTE 17 SOUTH (Maint: 61) 0.11 NA NA NA US 17 FROM ROUTE 664 WESTNORTH 17

18 Route Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Year Everetts Rd 602 Kirk Rd G 97% 0% 0% 2% 0% 0% C F G Isle of Wight County Line Isle of Wight County Line 603 Everets Rd N 97% 1% 0% 1% 1% 0% N N N Lake Prince Dr 603 Everets Rd G 97% 1% 0% 1% 1% 0% C F G Moore Farm Lane 603 Everets Rd G 98% 1% 0% 1% 1% 0% C 0.1 F 1800 G SR 10 Godwin Blvd JB NC NORTH CAROLINA STATE LINE 604 Desert Rd G F G White Marsh Rd 604 Hosier Rd G 97% 1% 1% 2% 0% 0% F F G N, Skeetertown Rd 604 Hosier Rd G 97% 1% 1% 2% 0% 0% C F G Mahlon Ave 604 y St G 97% 1% 1% 2% 0% 0% F F G SCL Suffolk; Gap US ; WCL Suffolk; Gap 604 Pitchkettle Rd G 98% 1% 1% 0% 0% 0% C F G US Suffolk Bypass 604 Pitchkettle Rd G 97% 1% 1% 1% 0% 0% F F G W, Kings Fork Rd E, Kings Fork Rd 604 Providence Rd G 97% 1% 1% 1% 0% 0% C F G US 460 Pruden Blvd 604 Lake Prince Dr G 97% 1% 1% 1% 0% 0% C F G Girl Scout Rd 604 Lake Prince Dr G 97% 1% 1% 1% 0% 0% F 0.13 F G Everets Rd Deer Path Rd 607 Milford Lane G F G W, Indian Trail US W, Holland Rd 610 Buckhorn Rd G 97% 1% 1% 0% 0% 0% C F G Indian Trail 610 Buckhorn Rd G 97% 1% 1% 0% 0% 0% F F G Isle of Wight County Line US 460 Pruden Blvd 611 Gardner Lane G F G Exeter Dr Vicksburg Rd 612 O'Kelly Dr R NA NA 02/05/2002 US ; Gap Terminus ; Gap Terminus 612 Kingsdale Rd R NA NA 02/05/ Carr Lane 612 Kingsdale Rd G 97% 0% 1% 1% 1% 0% C F G Isle of Wight County Line W, Southwestern Blvd 613 Leafwood Rd G F G US US 616 Holy Neck Rd G 95% 4% 1% 0% 0% 0% F F G S, Ellis Rd 18

19 Route Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Year S, Ellis Rd 616 Holy Neck Rd G 95% 4% 1% 0% 0% 0% C F G W, Pineview Rd 616 Vicksburg Rd G 95% 4% 1% 0% 0% 0% F F G S, Longstreet Lane S; Vicksburg Rd 616 Longstreet Lane G 95% 4% 1% 0% 0% 0% F F G N; Mineral Spring Rd N, Longstreet Lane 616 Mineral Spring Rd G 95% 4% 1% 0% 0% 0% F F G Freeman Mill Rd 616 Mineral Spring Rd G 95% 4% 1% 0% 0% 0% F F G US 13 Whaleyville Blvd N, Great Fork Rd 616 Wedgewood Rd G F G N, Greenway Rd Townpoint Rd 623 Respass Beach Rd G 0.1 F G N, Bay Circle SR 337 Nansemond Pkwy 626 Shoulders Hill Rd G 96% 1% 2% 1% 0% 0% C F 7400 G N, Pughsville Rd 626 Shoulders Hill Rd G 96% 1% 2% 1% 0% 0% F F G US 17 Bridge Rd SR 337 Nansemond Pkwy 627 Bennetts Pasture Rd G 96% 2% 1% 1% 0% 0% F F G SR 125 Kings Hwy 627 Bennetts Pasture Rd G 96% 2% 1% 1% 0% 0% C F 9500 G US 17 Bridge Rd SR 125 Kings Hwy 628 Crittenden Rd G 92% 1% 1% 5% 1% 0% C F 3400 G US 17 Bridge Rd Isle of Wight County Line 632 Old Myrtle Rd G F G US 460 Pruden Blvd Indian Trail 634 Kings Fork Rd G 99% 0% 0% 0% 1% 0% F F G Lake Meade Dr 634 Kings Fork Rd G 99% 0% 0% 0% 1% 0% C F G W, Pitchkettle Rd 634 Kings Fork Rd G 99% 0% 1% 0% 0% 0% C F 2600 G US 460 Pruden Blvd 634 Kings Fork Rd G 99% 0% 1% 0% 0% 0% F F 5000 G SR 10 Godwin Blvd Pitchkettle Rd 638 Murphys Mill Rd G F G FR Indian Trail 639 Lake Cohoon Rd G 98% 0% 0% 1% 1% 0% C F G US Holland Rd North Carolina State Line 642 Adams Swamp Rd G 97% 1% 0% 1% 1% 0% C F G SR 32 S, Carolina Rd S, Cypress Chappel Rd 642 White Marsh Rd G 95% 2% 2% 0% 1% 0% C F G Hosier Rd; Desert Rd 19

20 Route Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Year Hosier Rd; Desert Rd 642 White Marsh Rd G 95% 2% 2% 0% 1% 0% F F G Badger Rd 642 White Marsh Rd R NA NA 02/05/ MN Badger Rd 642 White Marsh Rd R NA NA 02/05/ Seminole Dr 642 White Marsh Rd G 97% 1% 1% 0% 0% 0% C F G Old ECL Suffok; SR 337 Washington St US Constance Rd 642 Wilroy Rd G 95% 0% 1% 1% 2% 0% C F 6100 G US 642 Wilroy Rd G 94% 1% 1% 3% 2% 0% C 0.1 F 9200 G SR 337 Nansemond Pkwy E, Mineral Spring Rd 643 Manning Rd G 95% 3% 1% 0% 0% 0% F F G Leesville Rd 643 Manning Rd G 95% 3% 1% 0% 0% 0% F F G Copeland Rd 643 Manning Rd G 95% 3% 1% 0% 0% 0% C F G Manning Bridge Rd Manning Rd 643 Manning Bridge Rd G F G 0.94 MN Manning Rd Carr Lane 644 Indian Trail G 99% 0% 0% 0% 0% 0% F F G Buckhorn Rd 644 Indian Trail G 99% 0% 0% 0% 0% 0% F F G Kings Fork Rd 644 Indian Trail G 99% 0% 0% 0% 0% 0% C 0.11 F G Kenyon Rd 644 Indian Trail G 99% 0% 0% 0% 0% 0% F F G Lake Meade Dr 644 Indian Trail G 99% 0% 0% 0% 0% 0% F F G Cohoon Rd Manning Bridge Rd 645 Manning Rd G 98% 1% 1% 0% 0% 0% C F G Urban Boundary 645 Manning Rd G 98% 1% 1% 0% 0% 0% C F G US Holland Rd Meadow Country Rd 646 Airport Rd G 96% 0% 1% 2% 1% 0% C F G US 13; SR 32 Carolina Rd US E, Holland Rd 647 Lummis Rd R NA NA 07/09/ Lummis Rd 647 Copeland Rd G F G Manning Bridge Rd 647 Copeland Rd R NA NA 07/09/ Jackson Rd 647 Copeland Rd R NA NA 07/09/2002 US 13 Whaleyville Blvd Longstreet Lane 650 Quince Rd G F G Lummis Rd 20

21 Route Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Year Kingsdale Rd 653 Glen Haven Dr R NA NA 07/09/2002 US EAST 653 Dutch Rd G 93% 2% 3% 0% 2% 0% C F G N, Quaker Dr S, Quaker Dr 653 Holland Corner Rd G 95% 3% 2% 0% 0% 0% C F G Mineral Spring Rd Barnes Rd 655 Brentwood Rd G 0.11 F G US Pughsville Rd 6 Town Point Rd G 97% 1% 2% 0% 0% 0% C F G Plummer Blvd 6 Town Point Rd G 97% 1% 2% 0% 0% 0% F F G US 17 Bridge Rd; Gap Harbor View Blvd.; Gap 6 Town Point Rd G 97% 1% 2% 0% 0% 0% F 0.09 F 8600 G Brookwood Dr 6 Town Point Rd G 98% 1% 1% 0% 0% 0% C F G SR 135 College Dr 6 Town Point Rd G 99% 0% 1% 0% 0% 0% C F 9300 G WCL Portsmouth N, Shoulders Hill Rd 659 Pughsville Rd G 98% 1% 1% 0% 0% 0% C F 5400 G WCL Chesapeake N; Mineral Spring Rd; Longstreet Lane 660 Longstreet Ln G F G US W, Quaker Dr 662 Box Elder Rd G F G Lummis Rd Pineview Rd; Gates Rd 666 Gates Rd G 69% 1% 2% 1% 27% 0% F F G Ellis Rd 666 Gates Rd G 69% 1% 2% 1% 27% 0% F F G Wildwood Dr 666 Gates Rd G 69% 1% 2% 1% 27% 0% C F 1500 G SR E, Pineview Rd 667 Butler Dr G F G Longstreet Lane S, Short Lane 668 Pittmantown Rd G 68% 0% 0% 1% 31% 0% C F 1200 G N, Gates Rd Spivey Run Rd 668 Freeman Mill Rd G 0.11 F G US 13 N, Whaleyville Blvd US 13 Whaleyville Blvd 672 Little Fork Rd G F G North Carolina State Line E, Liberty Spring Rd 673 Liberty Spring Rd North G 0.1 F G Copeland Rd 674 Badger Rd S, Hosier Rd R NA NA 02/18/ White Marsh Rd 21

22 Route Length AADT QA 4Tire Truck K Dir QC QK 2Axle 3+Axle 1Trail 2Trail AAWDT QW Year US 13 Whaleyville Blvd 675 Cypress Chapel Rd G 94% 1% 2% 1% 2% 0% C F G SR 32 Carolina Rd 675 Cypress Chapel Rd G F G S, White Marsh Rd North Carolina State Line 677 Great Fork Rd G 98% 0% 1% 0% 1% 0% C F G US 13 Whaleyville Blvd Greenway Rd 678 Cherry Grove Rd G F G N, Adams Swamp Rd Dead End 683 Benton Rd G F G US 13 US 13, SR Turlington Rd G 97% 1% 1% 1% 0% 0% C F G Kilby Shores Rd Matoaka Rd 695 Mockingbird Lane G F G Dead End Airport Rd 705 Meadow Country Rd G 96% 1% 1% 1% 0% 0% C F G Meadow Country Rd N, Lake Rd 715 Nansemond Dr North G F G North Shore Dr US 13 Carolina Rd 731 Dill Rd G 86% 2% 2% 3% 8% 0% C F 5100 G E, Dill Rd W, Indian Trail 739 Deer Path Rd G F G E, Indian Trail Kingsdale Rd 740 Carr Lane G 95% 3% 1% 0% 1% 0% C F G Indian Trail Dead End 744 Jasmine Ln G F G Holy Neck Rd Dead End 757 Bennetts Creek Park Rd G F G Shoulders Hill Rd North Carolina State Line 759 Short Lane G 92% 5% 2% 1% 0% 0% F F G S, Pittmantown Rd N, Pittmantown Rd 759 Gates Rd G 92% 5% 2% 1% 0% 0% F 0.09 F G Pineview Rd Gates Rd 759 Pineview Rd G 92% 5% 2% 1% 0% 0% C F G W, Holy Neck Rd E, Vicksburg Rd 759 Quaker Dr G 92% 5% 2% 1% 0% 0% F F G N, Dutch Rd S, Manning Rd 759 Liberty Spring Rd G F G US 13 S, Whaleyville Blvd 22

23 Route Length AADT Virginia Department of Transportation QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year Cul de Sac 785 Burnetts Ct G F G Burnetts Way Cul de Sac 1035 Chenaneo Rd G F G Fallwater Way Dill Rd 1101 County St G 86% 1% 2% 3% 8% 0% C F G Old Suffolk Corp Limits W, Dill Rd 1111 Dill Rd G 82% 1% 3% 9% 4% 0% C F G County St Winterview Dr 1147 Summerfield Ct G F G Springfield Terrace th St Truman Rd G 98% 1% 1% 0% 0% 0% C F 5400 G SR 337; Washington St th St G 97% 1% 1% 0% 0% 0% C F G Railroad Ave; Gap Terminus Clary Dr 1310 Goodman St G 97% 1% 1% 0% 0% 0% F F G Center Ave Wilroy Rd 1322 McAruthur Dr G F G ; Myrtle St SR 337 Washington St 1324 Hollywood Ave G 97% 1% 1% 0% 0% 0% C F G Myrick Ave Goodman St 1325 Center Ave G 98% 1% 1% 0% 0% 0% C F G Hollywood Ave Pinner St 1329 Old Pinner St G 96% 0% 1% 1% 1% 0% C F G US ; Constance Rd 1332 Truman Rd White Marsh Rd R NA NA 08/07/ th St Blythewood Lane 1368 Nixon Dr G F G Sierra Dr Dead End 1502 Eclipse Dr G 0.17 F G Cross St Dead End 1605 Sunset Manor Dr G F G Vaughan Ave 1722 Kilby Shores Rd US Holland Rd G 97% 1% 1% 0% 0% 0% C F 6200 G Turlington Rd N, Staley Dr 1727 Brittle Dr G F G Dead End Woods Pkwy 1795 Ash Wood Dr G 0.17 F G Cul de Sac 23

24 Route Length AADT Virginia Department of Transportation QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year Cul de Sac 1856 Berkshire Blvd G F G Ashford Dr Wren Rd 1905 Hawk Rd G 0.16 F G Beaver Lane Bennets Pasture Rd 2029 Foxcroft Rd G F G Brittany Lane Beech Grove Lane 2073 Carter Ln G F G Drivers Station Way Burbage Lake Circle G F G Olde Bullocks Circle 2217 Breeze Point Way Dead End G F 3000 G US 17 Bridge Rd US 17 Bridge Rd 2284 Harbour View Blvd G F G 2284 Harbour View Blvd 1.44 Town Point Rd NA NA NA SR 135 Cul de Sac 2354 Preakness Circle G F G Steeplechase Lane Cul de Sac 2450 Rabey Farm Rd G F G N, Shoulders Hill Rd 8501 Pinner St 8501 Pinner St Washington St G 99% 0% 0% 0% 0% 0% C F 6400 G Moore Ave G 99% 0% 0% 0% 0% 0% F F G Old CL Suffolk Smith St 8505 South Broad St G 98% 1% 1% 0% 0% 0% F F G Washington St 8505 North Broad St G 98% 1% 1% 0% 0% 0% C F G Riverview Dr 8505 ern Ave G 98% 1% 1% 0% 0% 0% F F G Constance Rd Kilby Ave 8507 Wellons St G 98% 1% 1% 0% 0% 0% F 0.09 F G 8507 Market St 8507 Market St 8508 Finney Ave 8509 Saratoga St SR 337 Washington St G 98% 1% 1% 0% 0% 0% C F 4500 G Saratoga St G 98% 1% 1% 0% 0% 0% F F 7800 G SR 32 Main St Main St G 99% 0% 0% 0% 0% 0% C F 7900 G Pinner Ave Carolina Ave G 98% 1% 1% 0% 0% 0% C F 4000 G Washington St 24

25 Route Length AADT Virginia Department of Transportation QA 4Tire Truck 2Axle 3+Axle 1Trail 2Trail QC K QK Dir AAWDT QW Year Washington St 8509 Saratoga St G 98% 1% 1% 0% 0% 0% F F G Market St Saratoga St 8510 Hall Ave G 98% 0% 1% 1% 0% 0% C F G Washington St SCL Suffolk 8511 y St G 94% 2% 2% 1% 1% 0% C F G Washington St Carolina Rd 8512 Fayette St G 74% 1% 3% 13% 10% 0% F 0.1 F G Cedar St Fayette St 8512 Cedar St G 74% 1% 3% 13% 10% 0% F F G Madison Ave Cedar St 8512 Madison Ave G 74% 1% 3% 13% 10% 0% C F G County St 8512 Madison Ave G 74% 1% 3% 13% 10% 0% F F G y St North Main St 8514 Bank St G 98% 0% 1% 0% 0% 0% C F G Pinner St Old Suffolk Corp Limits 8813 County St G 88% 1% 1% 5% 5% 0% F F G Madison Ave 8813 County St G 88% 1% 1% 5% 5% 0% C F G Washington St SR 337 Washington St 8814 Liberty St / Moore Ave G 90% 1% 1% 4% 5% 0% C F G Pinner St Repass Beach Rd Burbage Lake Circle 1500 G F G Wet Marsh Ct Smith Street James Avenue 420 G F G Kensington Blvd W. Washington Street Ashford Dr 5700 G NA 5700 Godwin Blvd Pioneer Ave Quince Rd 170 G F G Lummis Rd Ithacha Tr Weatherby Way 330 G F G Shoulders Hill Rd G 25