COMMONWEALTH of VIRGINIA DEPARTMENT of TRANSPORTATION · average daily traffic volumes with vehicle classification data on interstate, arterial and primary routes 2016 commonwealth

AVERAGE DAILY TRAFFIC VOLUMESwith VEHICLE CLASSIFICATION DATA

on INTERSTATE, ARTERIAL and PRIMARY ROUTES

2016

COMMONWEALTH of VIRGINIADEPARTMENT of TRANSPORTATION

on INTERSTATE, ARTERIAL, and PRIMARY ROUTES

AVERAGE DAILY TRAFFIC VOLUMES

with VEHICLE CLASSIFICATION DATA

2016

Prepared By

Virginia Department of Transportation

Traffic Engineering Division

In Cooperation With

U.S. Department of Transportation

Federal Highway Administration

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, 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 record-keeping 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 Engineering Division 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.

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.

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.

Jurisdiction: The City, Town, or County at the beginning of the traffic link. Traffic links are normally terminated at each

jurisdictional boundary.

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


C Short Term Classified Traffic Count Data


H Historical Estimate

M Mass Collective Average

N Classification Estimates of Similar Neighboring Traffic Link

K Factor: The estimate of the portion of the traffic volume traveling during the peak hour or design hour.

QK: Quality of the K Factor estimate:

A Factor based on 30th Highest Hour Observed During at least 250 days of Continuous Traffic Data

B Factor based on Other Hour Observed During Less than 250 days of Continuous Traffic Data

F Factor based on Highest Hour Collected at in a 48 Hour Weekday Period

M Factor based on Manual Estimate of the design hour

N Design Hour Factor (K Factor) of Similar Neighboring Traffic Link

O Provided by External Source

Dir Factor: 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.

QW: Quality of AAWDT:

A Average of Complete Continuous 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

Bus

29

600

7

29

North

81

154600

Interstate Route

US Route

Virginia State Route

ALT - Alternate Route

Bus - Business Route

Bypas - Bypass Route

Truck - Truck Route

Wye - Wye Route connector

Secondary Route

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.

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

ALT

220

11P

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

Route Shield Legend

Route Systems

Special Routes

Frontage Road (F precedes frontage route number)F241

Virginia Department of TransportationTraffic Engineering Division

2016Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

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

FactorAAWDT QW

Dir

Factor

1100 1% 1% 0.105 1100F 2% 7% C F

North Carolina State Line

58-712 Paschall Rd; Palmer Springs Rd

90%

From:

To:

From:

Mecklenburg County 1.99 0%1

58-712 Palmer Springs Rd

0.54

2200 1% 1% 0.104 2200F 2% 5% C F

US 58 Big Fork

92%

From:To:

Mecklenburg County 6.98 0%1 0.623

10000 2% 1% 0.123 11000F 1% 2% F F

US 1 Southbound, Bus US 58 Westbound ramp

94%

From:To:

Mecklenburg County58 3.23 0%1 0.565

6900 1% 1% 0.084 6800N 1% 15% N N

58-780 Theater Rd

82%

Bus From:

To:

Mecklenburg County58 0.20 1%1

Bus US 58; 58-780 Theater Rd

0.514

Danville St 5100 2% 1% 0.123 5100N 1% 2% N N

SCL South Hill

94%

Bus From:To:

Mecklenburg County58 0.16 0%1 0.565

Danville St 5100 2% 1% 0.123 5100F 1% 2% C F

Locust St

94%

Bus From:To:

Town of South Hill58 1.89 0%1 0.565

Danville St 7400 2% 1% 0.099 7500F 1% 2% F F

Plank Rd

94%

Bus From:To:


Danville St 7700 2% 1% 0.093 7800F 1% 2% F F

Goodes Ferry Blvd

94%

Bus From:To:


Danville St 7100 2% 1% 0.089 7200F 1% 2% F F

Mecklenburg Ave

94%

Bus From:

To:

Town of South Hill58 0.23 0%1

Danville St

0.555

Mecklenburg Ave 8000 1% 1% 0.084 8100F 1% 2% F F

US 58 BUS; SR 47 Atlantic St

96%

From:To:



Windsor St

96%

From:To:

Town of South Hill 0.08 0%1 0.507


E Ferrell St

96%

From:To:


Mecklenburg Ave 7100 1% 1% 0.091 7200F 1% 2% C F

NCL South Hill

96%

From:To:


2200 1% 1% 0.096 2200F 1% 2% F F

Brunswick County Line

96%

From:

To:


Mecklenburg County Line

0.602

Boydton Plank Rd 2100 1% 1% 0.087 2200F 1% 2% F F

12-657 Tanner Town Rd

96%

From:

To:

Brunswick County 0.57 0%1 0.56

Boydton Plank Rd 1600 1% 1% 0.094 1600F 3% 16% C F

12-644 Grandy Rd; Brunswick Dr

79%

From:

To:



SR 46 Cochran

79%To:


84/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor


SR 46 Cochran

I-85 South of Alberta

79%

From:To:

From:



SCL Alberta

90%

From:To:



NCL Alberta

90%

From:To:

Town of Alberta (Maint: 12) 1.55 0%1 0.507

Boydton Plank Rd 1500 1% 2% 0.084 1500F 2% 6% C F

12-630 S, Sturgeon Rd

90%

From:To:



Dinwiddie County Line

90%

From:

To:

Brunswick County 5.39 0%1

Brunswick County Line

0.592

Boydton Plank Rd 2000 1% 1% 0.096 2000G 2% 1% F G

SCL McKenney

95%

From:

To:

Dinwiddie County 2.46 0%1 0.528

Boydton Plank Rd 2000 1% 1% 0.096 2000N 2% 1% N N

SR 40 Doyle Blvd

95%

From:

To:

Town of McKenney (Maint: 26) 0.23 0%1 0.528


NCL McKenney

95%

From:

To:

Town of McKenney (Maint: 26) 0.33 0%1 0.621

Boydton Plank Rd 2200 1% 1% 0.098 2200N 2% 1% N N

26-649 Snap Lodge Rd

95%

From:

To:



26-627 Courthouse Rd

95%

From:

To:


Boydton Plank Rd 4400 1% 1% 0.093 4500G 2% 1% C G

26-740 Turkey Egg Rd

95%

From:To:



S 26-613 Dabney Mill Rd

95%

From:To:



Bus US 460 Airport St

95%

Bus From:To:



I-85 SW of Petersburg

95%

Bus From:To:

Dinwiddie County460 1.69 0%1 0.603


SR 226 Cox Rd

97%

Bus From:To:


12000 0% 1% 0.102 12000A 1% 1% C A

WCL Petersburg

97%

Bus From:To:


Washington St 13000 0% 1% 0.093 13000G 1% 1% F G

Summit St

97%To:

City of Petersburg460 0.40 0%1 0.537

94/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Washington St

Bus

13000 0% 1% 0.091 13000G 1% 1% F G

Summit St

Elm St

97%

Bus From:To:

From:



US 1 Par; Wythe St

97%

Bus From:

To:

City of Petersburg460 0.57 0%1

US 1 Par, Washington St; Battersea Lane

0.548

Wythe St 7700 1% 1% 0.090 8200G 1% 1% C G

Perry St

97%

Bus From:To:


17000 1% 1% 0.085 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

Wythe St 11000 1% 1% 0.093 11000G 1% 1% F G

SR 36 Market St

97%

Bus From:To:



Wythe St 11000 1% 1% 0.095 11000G 1% 1% F G

ALT US 301 Sycamore St

97%

BusALT From:To:

City of Petersburg460 36 0.20 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Wythe St 15000 1% 1% 0.088 16000G 1% 1% F G

Bus US 460 Jefferson St

97%

ALT From:

To:

City of Petersburg301 460 36 0.20 0%1

Bus US 460 Wythe St


Jefferson St 3900 1% 1% 0.081 4200G 1% 1% F G

Bus US 460 Par, Washington St

97%

ALT From:To:



0.748

Jefferson St 870 1% 1% 0.101 930G 1% 1% F G

Henry St

97%

ALT From:To:



0.512

3rd St 370 1% 1% 0.094 400G 1% 1% F G

US 301 Par, Bank St

97%

ALT From:To:



0.521

3rd St 400 1% 1% 0.122 430G 1% 1% F G

US 301 Bollingbrook St

97%

ALT From:

To:


US 301; 3RD STREET


0.555

Bollingbrook St 4000 0% 1% 0.107 4300G 1% 0% F G

US 1 Par; US 301 Par; Bollingbrook St

97%

From:To:

City of Petersburg301 301P

36 0.08 0%1


0.707

2nd St 14000 0% 0% 0.085 14000G 0% 0% F G

SCL Colonial Heights

99%To:


104/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Boulevard 14000 0% 0% 0.098 15000G 0% 0% F G

NCL Petersburg

Dupuy Ave

99%

From:To:

From:

City of Colonial Heights301 0.53 0%1 0.583

Boulevard 21000 0% 0% 0.085 22000G 0% 0% F G

Westover Ave

99%

From:To:


Boulevard 22000 0% 0% 0.099 24000B 0% 0% C B

Branders Bridge Rd

99%

From:To:


Boulevard 26000 0% 0% 0.081 28000G 0% 0% F G

Temple Ave

99%

From:To:


Boulevard 21000 0% 0% 0.09 23000G 0% 0% F G

Lakeview Ave

99%

From:

To:

City of Colonial Heights301 144 0.74 0%1 0.530

Boulevard 21000 0% 0% 0.088 23000G 0% 0% F G

Ellerslie Ave

99%

From:

To:


Boulevard 25000 0% 0% 0.091 27000G 0% 0% F G

Sherwood Ave

99%

From:

To:


Boulevard 25000 0% 0% 0.087 26000F 0% 0% F F

NCL Colonial Heights

99%

From:

To:


Jefferson Davis Hwy 21000 0% 0% 0.09 23000G 0% 0% F G

SR 144 Harrowgate Rd

99%

From:

To:

Chesterfield County301 144 0.22 0%1 0.558

Jefferson Davis Hwy 16000 0% 1% 0.091 18000G 0% 0% C G

20-620 Woods Edge Rd

98%

From:

To:

Chesterfield County301 1.32 0%1 0.572


20-619 Happy Hill Rd

98%

From:To:



20-618 Old Bermuda Hundred Rd

98%

From:To:



SR 10 West Hundred Rd

98%

From:To:



SR 288

98%

From:To:



20-613 Willis Rd

95%

From:

To:


Jefferson Davis Hwy 16000 1% 1% 0.087 18000N 1% 1% N N

SR 145 Chester Rd

95%

From:

To:

Chesterfield County 0.64 0%1 0.592


SR 150 Chippenham Pkwy

95%

From:

To:



SCL Richmond

96%To:


114/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor


SCL Richmond

Bellmeade Rd

96%

From:To:

From:

City of Richmond301 2.13 0%1 0.568

Jefferson Davis Hwy 13000 1% 1% 0.098 14000A 1% 2% C A

Hopkins Rd

96%

From:To:



US 360 Hull St

96%

From:To:


Cowardin Ave 22000 1% 1% 0.088 23000G 1% 2% F G

Semmes Ave

96%

From:To:


Lee Bridge 30000 1% 1% 0.097 34000G 0% 0% F G

2nd St

97%

From:

To:


Belvidere St 25000 1% 1% 0.093 29000G 0% 0% F G

Franklin St

97%

From:

To:


Belvidere St 38000 1% 1% 0.083 44000F 0% 0% F F

US 250 Broad St

97%

From:

To:


Belvidere St 35000 1% 1% 0.084 40000F 0% 0% F F

Chamberlayne Ave

97%

From:

To:

City of Richmond301 0.40 0%1

Belvidere St

0.586

Chamberlayne Ave 20000 1% 1% 0.085 23000G 0% 0% C G

Edge Hill Rd

97%

From:

To:


Chamberlayne Ave 19000 1% 1% 0.086 22000G 0% 0% F G

Brookland Park Blvd

97%

From:

To:



Laburnum Ave

97%

From:To:



Claremont Ave

98%

From:To:



Azalea Ave

98%

From:

To:


Chamberlayne Ave

0.577

Azalea Ave 17000 1% 1% 0.093 19000G 0% 0% F G

NCL Richmond

98%

From:To:

City of Richmond 0.26 0%1 0.549

Brook Rd 19000 1% 1% 0.096 20000F 0% 0% F F

I-95

98%

From:

To:

Henrico County 0.30 0%1 0.574

Brook Rd 25000 0% 1% 0.090 27000F 1% 0% C F

Hilliard Rd

98%

From:

To:


Brook Rd 26000 0% 1% 0.102 28000F 1% 0% F F

Wilkinson Rd

98%

From:

To:


Brook Rd 24000 0% 1% 0.096 25000F 1% 0% F F

SR 73 Parham Rd

98%To:


124/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Brook Rd 20000 0% 1% 0.098 22000F 1% 1% C F

SR 73 Parham Rd

I-295

98%

From:To:

From:


Brook Rd 41000 0% 1% 0.1 44000F 1% 1% F F

Virginia Center Parkway

98%

From:To:


Brook Rd 30000 0% 1% 0.096 32000F 1% 1% F F

J.E.B. Stuart Parkway

98%

From:To:


Brook Rd 25000 0% 1% 0.105 26000F 1% 1% F F

Hanover County Line

98%

From:

To:

Henrico County 0.60 0%1

Henrico County Line

0.592

Washington Hwy 25000 0% 1% 0.105 26000N 1% 1% N N

42-656 Sliding Hill Rd

98%

From:

To:

Hanover County 0.47 0%1 0.592

Washington Hwy 16000 0% 1% 0.093 17000G 1% 1% F G

42-802 Lewistown Rd

98%

From:

To:



SCL Ashland

98%

From:

To:



Ashcake Rd

96%

From:

To:

Town of Ashland 1.41 0%1 0.523

Washington Hwy 18000 1% 1% 0.097 19000G 1% 2% C G

SR 54 England St

96%

From:

To:



Randolph Circle

92%

From:

To:



NCL Ashland

92%

From:To:



42-738 Gum Tree

92%

From:To:



SR 30 Kings Dominion Boulevard

92%

From:To:



Caroline County Line

89%

From:

To:

Hanover County 3.04 0%1

Hanover County Line

0.607

Jefferson Davis Hwy 4400 0% 1% 0.092 4500F 2% 8% F F

SR 207 Carmel Church

89%

From:

To:

Caroline County 2.99 0%1 0.652


16-639 Ladysmith Rd

95%

From:

To:



16-632 Cedon Rd; Quarters Rd

95%

From:

To:


Jefferson Davis Hwy 5900 0% 1% 0.094 6000F 1% 3% C F

Spotsylvania County Line

95%To:


134/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor



88-606 Thornburg

95%

From:To:

From:

Spotsylvania County 2.61 0%1 0.684


88-608 Massaponax Church Rd

95%

From:To:



US 17 Poor House Rd

96%

From:To:



I-95

98%

From:To:

Spotsylvania County17 1.18 0%1 0.578


Bus US 1; SR 208 Four Mile Fork

98%

From:

To:

Spotsylvania County 0.96 0%1

US 1 Bus; SR 208 Four Mile Fork

0.513


SCL Fredericksburg

98%

From:

To:


Jefferson Davis Blvd 33000 0% 1% 0.096 35000A 0% 0% C A

SR 3

98%

From:

To:

City of Fredericksburg 1.48 0%1 0.58

Jefferson Davis Blvd 29000 0% 1% 0.087 31000G 0% 0% F G

College Ave

98%

From:

To:



Fall Hill Ave

98%

From:

To:



Bus US 1 Princess Anne Ave

98%

Bus From:To:


Jefferson Davis Blvd 33000 0% 1% 0.098 36000N 0% 0% N N

NCL Fredericksburg

98%

Bus From:To:

City of Fredericksburg17 0.11 0%1 0.592


Bus US 17, SR 218 Falmouth

98%

From:To:

Stafford County17 0.35 0%1 0.592


89-676 Cranes Corner Rd

98%

From:To:

Stafford County 2.72 0%1 0.720


89-628 Eskimo Hill Rd; Ramoth Church Rd

98%

From:To:



89-687 Hope Rd

98%

From:

To:



89-631 Coal Landing Rd; Bells Hill Rd

98%

From:

To:



89-610 Garrisonville Rd

98%

From:

To:



89-639 Woodstock Lane

98%To:


144/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor


89-639 Woodstock Lane

89-638 Little Forest Church Rd

98%

From:To:

From:



Prince William County Line

98%

From:

To:

Stafford County 2.33 0%1

Stafford County Line

0.839


76-619 Fuller Rd

98%

From:To:

Prince William County 2.15 0%1 0.625


US 1 Par Main St

98%

From:To:


Fraley Blvd 8400 0% 1% 0.084 9000F 0% 0% F F

SCL Dumfries

98%

From:To:

Prince William County 0.18 0%1

17000 1% 1% 0.086 18000F F1% 1% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

Fraley Blvd 13000 1% 1% 0.081 14000F 1% 2% F F

US 1 Par near Possum Point Rd

96%

From:To:

Town of Dumfries (Maint: 76) 1.35 0%1



NCL Dumfries

97%

From:

To:

Town of Dumfries (Maint: 76) 0.38 0%1 0.559


SR 234 Dumfries Rd

97%

From:

To:



76-610 North of Garfield

96%

From:

To:



76-2000 Reddy Dr; Opitz Blvd

96%

From:To:



Fairfax County Line

96%

From:

To:

Prince William County 2.74 0%1

Prince William County Line

0.857

Richmond Hwy 34000 1% 1% 0.084 36000G 1% 2% F G

I-95 North of Woodbridge

96%

From:To:

Fairfax County 0.81 0%1 0.834

Richmond Hwy 36000 1% 1% 0.080 38000G 0% 0% F G

SR 242 Gunston Rd

97%

From:To:


Richmond Hwy 36000 1% 1% 0.085 38000G 0% 0% F G

29-642 Lorton Rd

97%

From:

To:


Richmond Hwy 45000 1% 1% 0.09 47000G 0% 0% F G

29-611 Telegraph Rd

97%

From:

To:


Richmond Hwy 31000 1% 1% 0.087 32000G 0% 0% F G

29-286 Fairfax County Pkwy

97%

From:

To:


Richmond Hwy 35000 1% 1% 0.073 37000G 0% 0% F G

29-618 Woodlawn Rd

97%To:


154/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Richmond Hwy 35000 1% 1% 0.074 36000G 0% 0% F G

29-618 Woodlawn Rd

SR 235 S, Mount Vernon Memorial Hwy

97%

From:To:

From:


Richmond Hwy 32000 1% 1% 0.081 33000A 0% 0% C A

SR 235 N, Mount Vernon Hwy

97%

From:To:


Richmond Hwy 51000 1% 1% 0.073 53000G 0% 0% F G

SR 241 Kings Hwy North

97%

From:To:


Richmond Hwy 47000 1% 1% 0.070 49000G 0% 0% F G

SCL Alexandria, I-95, I-495 Capital Beltway

97%

From:To:


Patrick St 74000 1% 1% 0.077 77000F 0% 0% F F

Franklin St

97%

From:

To:

City of Alexandria (Maint: 00) 0.51 0%1 0.596

Patrick St 74000 1% 1% 0.077 77000N 0% 0% N N

Wilkes St, US 1 Par

97%

From:

To:

City of Alexandria 0.15 0%1 0.596

Patrick St 27000 1% 1% 0.083 28000G 0% 0% F G

King St

97%

From:To:

City of Alexandria 0.36 0%1


Patrick St 25000 1% 1% 0.093 26000G 0% 0% F G

1st St

97%

From:

To:

City of Alexandria 0.72 0%1


Patrick St 49000 1% 1% 0.084 51000G 0% 0% F G

Monroe Ave

97%

From:

To:



NCL Alexandria

97%

From:To:



SR 120 Glebe Rd

97%

From:To:

Arlington County 0.15 0%1 0.616


SR 233 Reagan Washington National Airport

97%

From:To:

Arlington County 0.65 0%1 0.863


SR 110; Ramp to I-395

97%

From:

To:

Arlington County 0.87 0%1

US 1; SR 110 Jefferson Davis Hwy NB

0.507

Ramp NA NA NA

I-395 NBFrom:

To:

Arlington County 0.161

I-395

George Washington ParkwayFrom:

To:

Arlington County395 0.55 See I-395 for directional traffic volume estimates for this segment.1

196000 1% 1% NA 212000G 1% 1% F G98% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

District of ColumbiaTo:

Arlington County395 0.02 See I-395 for directional traffic volume estimates for this segment.1

196000 1% 1% NA 212000N 1% 1% N N98% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

164/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Ramp 2100 1% 1% 0.086 2100F 1% 2% F F

US 1 Exit N018A & S018A

I-85 South

96%To:

From:


Ramp 1200 1% 1% 0.085 1200F 1% 2% F F

US 1 Exit N018B & S018B

I-85 North

96%To:

From:


Ramp 620 1% 2% 0.101 630F 2% 6% F F

US 1 Boydton Plank Rd

I-85 North

90%To:

From:


Ramp 280 1% 2% 0.180 290F 2% 6% F F

US 1 Boydton Plank Rd

I-85 South

90%To:

From:


Ramp 7500 0.106 7500G G

US 1

I-85 NorthTo:

From:

Dinwiddie County 0.281

Ramp 1500 0.103 1500G G

US 1

I-85 SouthTo:

From:


Ramp 12000 0.099 12000G G

US 1

I-95 SouthTo:

From:

City of Richmond (Maint: 43) 0.071

Ramp 5900 0.093 5900G G

US 1 Brook Rd

I-95 SouthTo:

From:

Henrico County 0.111

Ramp 5700 0.08 5700G G

US 1 TO AND FROM RT

I-95-S FROM RT 1To:

From:

Spotsylvania County 0.121

Ramp US 1, US 17 to I-95 N at Exit 126 18000 0.09 19000G G

US 1

I-95 NTo:

From:

Spotsylvania County17 0.121

Ramp 5900 0% 1% 0.200 6600A 0% 1% C A

US 1 Jefferson Davis Hwy

I-95 North

98%To:

From:


Ramp From US N,S to I-95 3 at Exit 177 9600 0.080 9600G G

Ramps from US 1 NB and US 1 SB

I-95 Express Lanes SBTo:

From:

City of Alexandria (Maint: 29) 0.181

Ramp 9300 0.086 9300G G

US 01-S191C TO RT 241

I-95-S FROM RT 1To:

From:

City of Alexandria (Maint: 29) 0.191 0.699

Ramp 4700 0.097 4700G G

US 1 TO RT 85 NB

US 01-S066A US 01- 66A TO RT 85To:

From:


North

1

174/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Ramp 580 NA 580G G

US 1 TO RT 85 SB

US 01- 66B US 01-S066B TO RT 85To:

From:


North

1

Ramp 6500 0.101 6500G G

US 1 Belvidere St

127-99006 A

North From:

To:

From:


North

1

127-99006- A

Ramp 4800 0.105 4800G G

US 01-S093ATo:


Ramp 9600 0.203 10000A A

US 1 Chamberlayne Ave; Belvidere St

I-95 NorthTo:

From:


North

1

Ramp 2000 0.117 2000G G

US 1 Brook Rd

I-295 EastTo:

From:

Henrico County 0.21

North

1

Ramp 1500 0.105 1500G G

US 1 Brook Rd

I-295-W043X FROM RT 1 NORTHTo:

From:

Henrico County 0.15

North

1

Ramp 10000 0.133 10000G G

US 1 TO RT 95

I-95-N FROM RT 1To:

From:

Fairfax County 0.84

North

1

Ramp NA NA NA

US 1 Richmond Hwy NB

US 01-N191B TO RT 95 SOUTHNorth From:

To:

From:


North

1

Ramp 16000 0.114 16000G G

I-95-N FROM RT 1 NORTHTo:


Ramp NA NA NA

US 1 Richmond Hwy NB

US 01-N191C TO RT 241; 95 SOUTHNorth From:

To:

From:


North

1

Ramp NA NA NA

US 01- 191B US 01-S191B FROM RT 1To:


Ramp NA NA NA

US 01-N191B TO RT 241; 95 SOUTH

US 01-S191C TO RT 241To:

From:


North

1

Ramp NA NA NA

US 1 I-85-N015A TO & FROM IS 85

US 01-N018B US 01- 18B FROM US 1To:

From:

Mecklenburg County 0.02

South

1

Ramp 3100 0.116 3100G G

US 1 TO RT 85 NB

US 01-N066A US 01- 66A TO RT 85To:

From:


South

1

184/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Ramp 1000 0.124 1000G G

US 1 TO RT 85 SB

US 01- 66B US 01-N066B TO RT 85To:

From:


South

1

Ramp 5400 0.115 5900A A

US 1 S, Belvidere St

US 1 N Exit 93A to I-95 SouthTo:

From:


South

1

Ramp 5000 0.119 5000G G

US 1 I-295-E043C TO RT 295 SOUTH

I-295-E043X FROM RT 1 SOUTHTo:

From:

Henrico County 0.23

South

1

Ramp 4200 0.114 4200G G

US 1 Brook Rd

I-295-W043X FROM RT 1 SOUTHTo:

From:

Henrico County 0.23

South

1

Ramp 16000 1% 1% 0.098 16000F 1% 7% F F

US 1

I-95 South

90%To:

From:

Fairfax County 0.68 0%

South

1

Ramp 26000 0.099 26000G G

US 1 Patrick St SB

US 01-S191C TO 241; 95 SOUTHSouth From:

To:

From:


South

1

Ramp NA NA NA

US 01-S191B TO 95 SOUTHSouth From:

To:


Ramp NA NA NA

US 01-S191D TO 95 NORTH EXPRESSSouth From:

To:


Ramp 14000 0.126 14000G G

I-95-N FROM RT 1 SOUTHTo:


Ramp NA NA NA

US 1 Patrick St SB

Toward I-95 SBTo:

From:


South

1

Ramp NA NA NA

US 01-S191A TO 241; 95 SOUTH

US 01-N191C US 01- 191C TO RT 241To:

From:


South

1

Ramp 8400 0.132 8400G G

US 01-S191A TO 95 NORTH EXPRESS

I-95-1 FROM MILL ROAD & RT 1To:

From:


South

1

Henry St 23000 1% 1% 0.079 24000G 0% 0% F G

Wilkes St

SR 7 King St

97%

From:To:

From:

City of AlexandriaP

0.36 0%1

50000 1% 1% 0.067 52000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.676

0.807

Henry St 22000 1% 1% 0.079 23000G 0% 0% F G

1st Street

97%

To:

City of AlexandriaP

0.72 0%1


194/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Main St 8500 1% 1% 0.092 9000F 1% 1% C F

US 1 Fraley Blvd South Intersection

SCL Dumfries

97%

From:

To:

From:

Prince William CountyP

0.18 0%1


Main St 15000 1% 1% 0.093 16000F 1% 0% C F

US 1 Fraley Blvd North Intersection

97%

To:

Town of Dumfries (Maint: 76)P

1.45 0%1

28000 1% 1% 0.085 29000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.928

0.520

Washington St

Bus

9600 1% 1% 0.096 10000G 1% 1% F G

US 1 Wythe St Battersea Lane

123-9025 West St

97%

Bus From:To:

From:

City of PetersburgP

460 0.31 0%1



123-9029 South St

97%

Bus From:To:

City of PetersburgP

460 0.40 0%1


Washington St 9700 1% 1% 0.087 10000G 1% 1% C G

Guarantee St

97%

Bus From:To:

City of PetersburgP

460 0.27 0%1



BUS US 460 Par; SR 36 Market St

97%

From:

To:

City of PetersburgP

460 0.24 0%1

SR 36; Bus US 460 Par Washington St


Market St 2900 0% 1% 0.089 3100G 1% 1% C G

SR 36 Grove Ave

97%

From:

To:

City of PetersburgP

36 0.38 0%1

SR 36; Market St


0.540

Old St 3800 0% 1% 0.09 4000G 1% 1% F G

Sycamore St

97%

From:

To:

City of PetersburgP

36P

0.13 0%1

Old St


0.559

Sycamore St 4100 0% 1% 0.109 4400G 1% 1% F G

Bollingbrook St

97%

From:

To:

City of PetersburgP

36P

0.04 0%1

Sycamore St


0.567

Bollingbrook St 3500 0% 1% 0.098 3700G 1% 1% F G

US 1, US 301 2nd St

97%

To:

City of PetersburgP

36P

0.10 0%1


0.641

Ramp 19000 1% 1% 0.07 20000G 0% 0% F G

SR 110, US 1

I-395 South

97%To:

From:

Arlington CountyP

395 0.29 0%1

204/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Danville St

Bus

2300 0.117 2300F F

US 1, US 58

US 1, Bus US 58; 58-780 Theater RdTo:

From:

Mecklenburg CountyP

1 58 0.361

5300 0.120 5400F F FCombined Traffic Estimates for 2 Parallel Roadways on this Route: 0.567

LaFayette Blvd 24000 1% 1% 0.085 25000G 1% 1% C G

US 1, SR 208

SCL Fredericksburg

97%

Bus From:To:

From:

Spotsylvania County 1.52 0%

Bus

1 0.514

LaFayette Blvd 24000 1% 1% 0.08 26000G 1% 1% F G

SR 3; Blue and Grey Parkway

97%

Bus From:To:



111-3957 Sunken Rd

97%

Bus From:To:



111-3961 Kenmore Ave

97%

Bus From:To:


LaFayette Blvd 6100 0% 1% 0.102 6500N 0% 0% N N

Bus US 1 Par, Bus 17 Par Princess Anne St

99%

Bus From:To:



Bus US 17 Caroline St

99%

BusBus From:

To:

City of Fredericksburg 0.06 0%1

Bus US 17, Lafayette Blvd

0.634

Caroline St 5100 0% 1% 0.091 5400G 0% 0% F G

Bus SR 3 William St

99%

BusBus From:To:

City of Fredericksburg17 2 0.38 0%1


Caroline St 6200 0% 1% 0.081 6600G 0% 0% C G

Herndon St

99%

BusBus From:

To:

City of Fredericksburg17 0.51 0%1

Caroline St

14000 0% 1% 0.092 15000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

Herndon St 5000 0% 1% 0.086 5400G 0% 0% F G

Bus US 1 Par Princess Anne St

99%

BusBus From:

To:


Bus US 1 Par Herndon St

Princess Anne St 11000 0% 1% 0.095 11000G 0% 0% C G

US 1 Jefferson Davis Highway

99%To:


Princess Anne St

Bus

6500 0% 1% 0.090 6900G 0% 0% F G

Bus US 1, Bus US 17 Lafayette Blvd

Bus SR 3 William St

99%

BusBus From:To:

From:

City of FredericksburgP

17 2 0.37 0%

Bus

1



Bus US 1 Herndon St

99%

To:


17 0.52 0%1

14000 0% 1% 0.092 15000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

214/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor


Azalea Ave

NCL Richmond

98%

From:To:

From:


Chamberlayne Ave 15000 1% 1% 0.111 16000F 0% 1% C F

I-95

98%

From:To:

Henrico County301 0.55 0%2 0.571

Chamberlayne Ave NB 8400 0% 1% 0.124 9000F 0% 1% F F

Upham Dr

98%

From:To:

Henrico County301 0.90 0%2



Parham Rd

98%

From:To:

Henrico County301 1.57 0%2 0.667


Hanover County Line

98%

From:

To:


Henrico County Line

0.677

Chamberlayne Rd 35000 0% 1% 0.108 37000G 0% 1% F G

I-295

98%

From:

To:

Hanover County301 0.40 0%2 0.737

Chamberlayne Rd 23000 0% 1% 0.096 25000G 0% 1% C G

42-640

98%

From:

To:



42-643 Pearsons Corner

98%

From:

To:



42-653 Whippoorwill Rd

98%

From:

To:


Hanover Courthouse Rd 9800 0% 1% 0.14 10000G 1% 3% F G

42-651

95%

From:To:


Hanover Courthouse Rd 10000 0% 1% 0.133 10000G 1% 3% C G

42-1002 Hanover CH

95%

From:To:


Hanover Courthouse Rd 6700 0% 1% 0.149 6900G 1% 3% F G


95%

From:

To:

Hanover County301 1.64 0%2

Hanover County Line

0.742

Richmond Tpke 5000 0% 1% 0.103 5100F 1% 3% F F

SR 30 Dawn

95%

From:To:

Caroline County301 3.16 0%2 0.660


16-647

90%

From:To:


Richmond Tpke 3200 1% 1% 0.099 3300F 1% 7% C F

16-721 Near de Jarnette

90%

From:

To:



Bus US 301

90%

From:

To:

Caroline County301 2.46 0%2

SCL Bowling Green

0.563

Richmond Tpke 6000 1% 1% 0.09 6100N 1% 7% N N

Bus US 301

90%To:

Town of Bowling Green (Maint: 16)301 0.11 0%2 0.563

224/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Main St

Bus

5100 0% 1% 0.094 5100F 1% 2% F F

US 301

SCL Bowling Green

96%

Bus From:To:

From:


Main St 5000 0% 1% 0.090 5100F 1% 2% C F

Bus SR 207

96%

From:

To:

Town of Bowling Green (Maint: 16)301 0.74 0%2

Bus US 301, Bus SR 207

0.553

Main St 5900 0% 1% 0.092 6000F 1% 2% F F

NCL Bowling Green

96%

From:To:

Town of Bowling Green (Maint: 16) 0.39 0%2 0.541

Fredericksburg Tpke 5900 0% 1% 0.092 6000N 1% 2% N N

16-606 Stonewall Jackson Rd

96%

From:To:


Fredericksburg Tpke 5100 0% 1% 0.093 5200F 1% 2% C F


96%

From:

To:

Caroline County 3.71 0%2


0.665

Sandy Lane Dr 5600 0% 1% 0.091 5700G 1% 2% F G

US 17 Mills Dr

96%

Bus From:

To:

Spotsylvania County 1.36 0%2

Bus US 17

0.595

Tidewater Trail 7500 0% 1% 0.09 8000G 2% 3% C G

88-1301

94%

Bus From:To:


Tidewater Trail 24000 0% 1% 0.076 25000G 2% 3% F G

ECL Fredericksburg

94%

Bus From:To:


Dixon St 25000 1% 1% 0.08 27000G 1% 3% C G

Ramp from SR 3 Connector

94%

Bus From:To:


Dixon St 11000 0% 1% 0.101 11000G 0% 0% C G

Charles St

98%

Bus From:To:


Dixon St 5100 0% 1% 0.099 5400G 0% 0% F G

Princess Anne St

98%

Bus From:

To:


Dixon St


0.650

0.517


Bus US 1

97%

BusBus From:To:

City of Fredericksburg17P

0.26 0%2

5200 1% 2% NA 5600G 0% 0% C G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.804

Princess Anne St 6500 0% 1% 0.090 6900G 0% 0% F G

Bus SR 3 William St

99%

To:

City of Fredericksburg1 17P

0.37 0%2


Germanna Hwy 9500 1% 1% 0.086 10000G 2% 2% F G

BUS US 15 Orange Road

ECL Culpeper

94%

From:

To:

From:

Town of Culpeper522 0.96 0%3 0.505

Germanna Hwy 12000 1% 1% 0.088 13000G 2% 2% C G

US 15, US 29

94%To:

Culpeper County522 0.34 0%3 0.565

234/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Germanna Hwy 16000 0% 1% 0.085 16000G 2% 4% C G

US 15, US 29

US 522 Zachary Taylor Hwy

93%

From:To:

From:

Culpeper County522 0.32 0%3 0.595

Germanna Hwy 8300 0% 1% 0.085 8600G 1% 4% F G

23-663 Batna Rd

93%

From:To:

Culpeper County 4.63 0%3 0.508

Germanna Hwy 8800 0% 1% 0.086 9100G 1% 4% F G

23-750 Ellis Rd

93%

From:To:

Culpeper County 3.73 0%3 0.571

Germanna Hwy 11000 0% 1% 0.088 11000G 1% 4% C G

Orange County Line

93%

From:

To:

Culpeper County 4.37 0%3

Culpeper County Line

0.65

Germanna Hwy 16000 0% 1% 0.085 17000G 1% 4% F G

SR 20 Wilderness

93%

From:

To:

Orange County 4.89 0%3 0.546

Germanna Hwy 26000 0% 1% 0.083 27000G 0% 2% F G


96%

From:

To:

Orange County 0.12 0%3

Orange County Line

0.559

Plank Rd 22000 0% 1% 0.084 23000G 0% 2% F G

88-610 Elys Ford Rd

96%

From:

To:


Plank Rd 31000 0% 1% 0.079 33000G 0% 2% C G

88-626 Andora Dr

96%

From:

To:


Plank Rd 41000 0% 1% 0.079 44000G 0% 2% F G

88-627 Gordon Rd

96%

From:

To:


Plank Rd 53000 0% 1% 0.075 56000G 0% 2% F G

88-639 Salem Church Rd

96%

From:

To:


Plank Rd 76000 0% 1% 0.075 81000G 0% 2% F G

WCL Fredericksburg

96%

From:To:


Plank Rd 87000 0% 1% 0.069 86000F 0% 2% F F

I-95

96%

From:To:


Plank Rd 55000 1% 1% NA 55000G 1% 3% F G

Oakwood St

95%

From:To:


Plank Rd 46000 1% 1% 0.073 49000G 1% 3% F G

US 1 Jefferson Davis Hwy

95%

From:To:


William St 50000 1% 1% 0.078 53000G 1% 3% F G

Bus SR 3; Blue and Gray Pkwy

95%

From:

To:


Bus SR 3 William St

0.552

Blue and Grey Parkway 40000 1% 1% 0.077 43000G 1% 3% C G

Bus US 1 LaFayette Blvd

95%

From:

To:


Blue and Grey Parkway 41000 1% 1% 0.081 44000G 1% 3% F G

Bus US 17 SR 2 Dixon St

95%

From:

To:



ECL Fredericksburg

95%To:


244/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor


ECL Fredericksburg

Bus SR 3 Kings Highway

95%

From:

To:

From:


Bus SR 3

0.524

Kings Hwy 31000 0% 1% 0.087 34000G 1% 2% F G

89-680 Leonard Rd, Federal Dr

97%

From:To:


Kings Hwy 21000 0% 1% 0.094 23000N 1% 3% N N

89-744 Rumford Rd

95%

From:To:


Kings Hwy 21000 0% 1% 0.094 23000G 1% 3% C G

89-601 East Int

95%

From:To:


Kings Hwy 24000 0% 1% 0.089 25000G 1% 2% F G

King George County Line

97%

From:

To:


Stafford County Line

0.512

Kings Hwy 21000 0% 1% 0.095 22000F 1% 2% F F

48-605 Bloomsbury Rd; LaGrange Lane

97%

From:

To:

King George County 3.68 0%3 0.51

Kings Hwy 21000 0% 1% 0.097 21000F 1% 2% C F

SR 206 Arnolds Corner

97%

From:

To:


Kings Hwy 16000 0% 1% 0.09 16000F 1% 2% F F

SR 205 Purkins Corner

97%

From:

To:


Kings Hwy 7900 0% 1% 0.084 8000F 1% 2% F F

US 301 Office Hall

97%

From:

To:


Kings Hwy 6500 0% 1% 0.086 6600F 2% 4% C F

Westmoreland County Line

93%

From:

To:

King George County 7.18 0%3

King George County Line

0.633

Kings Hwy 4900 0% 1% 0.085 5000F 2% 4% F F

SR 205 Oak Grove

93%

From:To:

Westmoreland County 2.84 0%3 0.643

Kings Hwy 6500 0% 1% 0.088 6500F 2% 4% F F

SR 204 N Of Potomac Mills

93%

From:To:


Kings Hwy 6400 0% 1% 0.087 6400F 2% 4% F F

96-624 West

93%

From:To:


Kings Hwy 5800 0% 1% 0.086 5900F 2% 4% F F

SR 347 Westmoreland State Park Road

93%

From:To:


Kings Hwy 5900 1% 1% 0.087 6000F 1% 3% C F

SR 214 Lerty

94%

From:

To:


Kings Hwy 5300 1% 1% 0.086 5300F 1% 3% F F

WCL Montross

94%

From:

To:


Kings Hwy 5300 1% 1% 0.086 5300N 1% 3% N N

96-622 Peach Grove St

94%

From:

To:

Town of Montross (Maint: 96) 0.95 0%3 0.629

Kings Hwy 7700 1% 1% 0.088 7800F 1% 2% C F

ECL Montross

95%To:

Town of Montross (Maint: 96) 1.49 0%3 0.606

254/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Kings Hwy 7700 1% 1% 0.088 7800N 1% 2% N N

ECL Montross

SR 202 Cople Hwy

95%

From:To:

From:


Kings Hwy 4500 1% 1% 0.089 4500F 1% 2% F F

Richmond County Line

95%

From:

To:

Westmoreland County 5.89 0%3

Westmoreland County Line

0.555

Kings Hwy 4900 1% 1% 0.09 5000F 1% 3% F F

SR 203 Oldhams Rd

94%

From:To:

Richmond County 0.15 0%3 0.505

Historyland Hwy 6200 1% 1% 0.091 6300F 1% 3% C F

79-653 Sanfords Lane

94%

From:To:


Historyland Hwy 6200 1% 1% 0.091 6300N 1% 3% N N

NCL Warsaw

94%

From:

To:



Bus SR 3 Main St

94%

From:

To:

Town of Warsaw (Maint: 79) 0.20 0%3 0.532

Historyland Hwy 2700 1% 1% 0.091 2800F 1% 3% F F

US 360, SR 3 Bus Richmond Rd

94%

From:

To:



SCL Warsaw

94%

From:

To:

Town of Warsaw (Maint: 79) 0.11 0%3 0.595


79-642 Sharps Rd

94%

From:

To:



79-692, N Farnham Church Rd

94%

From:

To:



79-608 Farnham Creek Rd

94%

From:To:



Lancaster County Line

94%

From:

To:

Richmond County 2.70 0%3

Richmond County Line

0.518

Historyland Hwy 2200 1% 1% 0.095 2200G 1% 3% C G

SR 201 White Chapel Rd

94%

From:To:

Lancaster County 5.30 0%3 0.617

Historyland Hwy 5000 1% 1% 0.098 5100G 1% 3% F G

51-604 W, Merry Point Rd

94%

From:To:



51-607 Goodluck Rd

94%

From:

To:



NCL Kilmarnock

94%

From:

To:


N Main St 10000 1% 1% 0.091 11000N 1% 3% N N

SR 200 W Int

94%

From:

To:

Town of Kilmarnock (Maint: 51) 1.63 0%3 0.636

S Main St 12000 1% 1% 0.083 12000G 1% 1% F G

SR 200 M Int

96%To:

Town of Kilmarnock (Maint: 51)200 0.09 0%3 0.551

264/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

S Main St 9300 1% 1% 0.088 9600G 1% 1% F G

SR 200 M Int

SCL Kilmarnock

96%

From:To:

From:

Town of Kilmarnock (Maint: 51) 0.62 0%3 0.513

Historyland Hwy 8700 1% 1% 0.088 8700G 1% 1% C G

51-647 Chases Rd

96%

From:To:



NCL White Stone

96%

From:To:


Rappahannock Dr 8600 1% 1% 0.086 8900N 1% 1% N N

SR 200 E Int

96%

From:To:

Town of White Stone (Maint: 51) 0.39 0%3 0.529

Rappahannock Dr 8900 1% 1% 0.093 9200G 1% 1% C G

SCL White Stone

96%

From:

To:

Town of White Stone (Maint: 51) 0.46 0%3 0.533


Middlesex Couny Line, Rappahannock River

96%

From:

To:

Lancaster County 1.09 0%3

Lancaster County Line, Rappahannock River

0.533

Greys Point Rd 6900 1% 1% 0.088 7100G 1% 2% C G

SR 33 W, Puller Hwy

95%

From:

To:

Middlesex County 5.84 0%3

SR 33 W; Greys Point Rd

0.555

General Puller Hwy 5800 1% 1% 0.100 6100G 1% 1% C G

SR 33 E; Twiggs Ferry Rd

96%

From:

To:

Middlesex County33 3.45 0%3

SR 33 E Puller Hwy

0.581

Twiggs Ferry Rd 6200 1% 1% 0.085 6400G 1% 1% F G

Mathews County Line

96%

From:

To:

Middlesex County 3.20 0%3

Middlesex County Line

0.517

Twiggs Ferry Rd 6900 0% 1% 0.095 7000F 0% 2% F F

SR 198 East

97%

From:To:

Mathews County 1.37 0%3 0.516

Buckley Hall Rd 7800 0% 1% 0.089 7300F 0% 2% F F

SR 198 W, Dutton Rd

97%

From:To:

Mathews County198 1.55 0%3 0.577

Windsor Rd 6500 0% 1% 0.087 6600F 0% 2% C F

SR 14 John Clayton Memorial Hwy

97%

From:

To:

Mathews County 2.07 0%3

SR 14; Windor Rd, Fort Nonsense

0.599

John Clayton Mem Hwy 12000 0% 1% 0.088 12000F 0% 2% F F

Gloucester County Line

97%

From:

To:

Mathews County14 0.11 0%3

Mathews County Line

0.643

John Clayton Memorial Hwy 12000 0% 1% 0.088 13000G 1% 1% C G

36-623 Ware Neck Rd

97%

From:

To:

Gloucester County14 4.07 0%3 0.630

John Clayton Memorial Hwy 17000 0% 1% 0.086 18000G 1% 1% F G

US 17 Bus Main St, Gloucester CH

97%To:

Gloucester County14 2.18 0%3 0.629

Ramp 8600 0% 1% 0.076 8300F 0% 2% F F

SR 3 E, Plank Rd

I-95 South

96%To:

From:

Spotsylvania County 0.28 0%

East

3

Ramp 19000 0.100 19000G G

SR 3 E, Plank Rd

I-95 NorthTo:

From:


East

3

274/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Ramp 3900 0.094 3900G G

SR 3 W, Plank Rd

I-95 SouthTo:

From:


West

3

Ramp at I-95 Exit 130 8800 0.098 8800G G

SR 3 W, Plank Rd

I-95 NorthTo:

From:


West

3

William St 13000 0% 1% 0.081 14000G 0% 0% F G

SR 3 Blue and Grey Parkway

111-3958 Hanover St

98%

Bus From:To:

From:

City of Fredericksburg 0.14 0%

Bus

3 0.524

William St 11000 0% 1% 0.09 11000G 0% 0% C G

111-3955 College Ave

98%

Bus From:To:


William St 12000 0% 1% 0.094 13000G 0% 0% C G

SR 3 Par, Washington Ave

99%

Bus From:To:


William St 6000 0% 1% 0.085 6400G 1% 0% C G

Bus US 1 Caroline St

98%

Bus From:To:



William St 7600 0% 1% 0.117 8100G 1% 0% F G

Bus SR 3 Par, Sophia St

98%

Bus From:To:



William St 18000 0% 1% 0.101 20000G 1% 0% F G

WCL Stafford

98%

Bus From:

To:


ECL Fredericksburg

0.534

Kings Hwy 16000 0% 1% 0.101 17000G 1% 1% F G

SR 212 Chatham Heights Rd

97%

Bus From:To:


Kings Hwy 30000 0% 1% 0.09 33000G 1% 1% C G

SR 3 Blue and Grey Parkway

97%To:


Washington Ave 5200 0% 1% 0.099 5500G 1% 0% F G

Bus SR 3 William St

111-3963 Amelia St

98%

Bus From:

To:

From:


0.07 0%

Bus

3

111-3963, Washington Ave


0.943

0.521

Amelia St 5100 0% 1% 0.105 5500G 1% 0% C G

111-3973 Sophia St

98%

Bus From:

To:


0.43 0%3

111-3973, Amelia St

11000 0% 1% NA 12000G 1% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Sophia St 6000 0% 1% 0.095 6400G 1% 0% F G

Bus SR 3 William St

98%

To:


0.07 0%3


284/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Main St 14000 0% 1% 0.087 15000N 1% 3% N N

SR 3 Historyland Hwy

US 360 Richmond Rd

95%

Bus From:

To:

From:

Town of Warsaw (Maint: 79) 0.77 0%

Bus

3

US 360; Main St

0.661

Richmond Rd 14000 0% 1% 0.087 15000F 1% 3% F F

SR 3 Historyland Hwy

95%To:

Town of Warsaw (Maint: 79)360 0.78 0%3 0.661

Buggs Island Rd 580 0% 1% 0.128 590F 0% 1% F F

North Carolina State Line

South End Of John H. Kerr Dam

96%

From:To:

From:


Buggs Island Rd 900 0% 1% 0.114 910N 0% 1% N N

North End of John H. Kerr Dam

96%

From:To:

Mecklenburg County (Maint: US ) 0.53 0%4 0.555

Buggs Island Rd 900 0% 1% 0.114 910F 0% 1% C F

58-707 China Grove Rd, Castle Heights

96%

From:

To:


Buggs Island Rd 1100 0% 1% 0.110 1100F 0% 1% F F

US 58 Gills

96%To:


Main St 15000 0% 0% 0.101 16000G 0% 0% F G

25th St

Williamsburg Rd

100%

From:

To:

From:


Williamsburg Ave

0.674

Main St 6700 0% 0% 0.120 7600G 0% 0% C G

Nicholson St

100%

From:

To:


Main St 11000 0% 0% 0.118 13000F 0% 0% F F

ECL Richmond

100%

From:

To:


Osborne Tpke 12000 0% 1% 0.111 12000F 1% 0% C F

New Market Rd

98%

From:

To:

Henrico County 1.99 0%5

Osborne Tpke

0.781

New Market Rd 9700 1% 1% 0.113 10000F 1% 1% C F

Laburnum Ave

97%

From:To:


New Market Rd 9400 1% 1% 0.115 10000F 1% 1% F F

I-295

97%

From:To:


New Market Rd 2400 1% 1% 0.109 2500F 2% 2% C F

Willis Church Rd

95%

From:To:


New Market Rd 2300 1% 1% 0.106 2300F 2% 2% F F

Charles City County Line

95%

From:

To:


Henrico County Line

0.637

John Tyler Memorial Hwy 1700 1% 1% 0.107 1700G 2% 2% F G

SR 156 E Int

95%

From:

To:

Charles City County156 4.34 0%5 0.659


18-609 Barnetts Rd

95%

From:

To:

Charles City County 3.69 0%5 0.517

John Tyler Memorial Hwy 2400 0% 1% 0.088 2400G 1% 3% C G

SR 155 Charles City CH

95%To:

Charles City County 5.68 0%5 0.508

294/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

John Tyler Memorial Hwy 2000 1% 2% 0.100 2000G 1% 2% C G

SR 155 Charles City CH

18-632 Tyler's Mill Rd

95%

From:

To:

From:

Charles City County 3.81 0%5

18-632 Tylers Mill Rd

0.536


James City County Line, Chickahominy Bridge

95%

From:

To:

Charles City County 9.47 0%5

Charles City County Line, Chickahominy Bridge

0.614

John Tyler Memorial Hwy 3100 1% 1% 0.103 3200F 0% 1% F F

47-5000 Monticello Ave

98%

From:

To:

James City County 3.09 0%5

47-614 Centerville Rd

0.701


47-615 Ironbound Rd

98%

From:To:

James City County 2.04 0%5 0.516

John Tyler Memorial Hwy 11000 1% 1% 0.093 11000F 0% 1% C F

47-652 Stanley Dr

98%

From:

To:



SR 199, 46-616

98%

From:

To:


36000 0% 1% 0.087 38000F 0% 1% F F

WCL Williamsburg

97%

From:

To:

James City County199 0.22 0%5 0.547

36000 0% 1% 0.087 38000F 0% 1% F F

SR 31, SR 199

97%

From:

To:

City of Williamsburg (Maint: 47)199 0.24 0%5

SR 31 Jamestown Rd; SR 199

0.547

Jamestown Rd 8500 0% 1% 0.092 9100F 0% 0% F F

137-7073 John Tyler Memorial Hwy

99%

From:

To:

City of Williamsburg 0.27 0%5 0.608

Jamestown Rd 9000 0% 1% 0.095 9600F 0% 0% C F

137-7075 Boundary St

99%

From:

To:

City of Williamsburg 1.50 0%5

Jamestown Rd

0.629

Boundary St 8800 0% 1% 0.082 9400F 0% 0% F F

Francis St

99%

From:

To:


Boundary St

0.541

Francis St 6500 0% 1% 0.080 6900F 0% 0% F F

SR 132 Henry St

99%

From:

To:


Francis St

0.503

Henry St 5100 0% 1% 0.079 5400F 0% 0% F F

SR 162 Lafayette St

99%

From:

To:

City of Williamsburg132 0.38 0%5

SR 132 Henry St

0.559

Lafayette St 9600 1% 1% 0.091 10000F 0% 0% F F

Capital Landing Rd

97%

From:

To:


Lafayette St 7800 1% 1% 0.09 8300F 0% 0% C F

US 60 Page St

97%

From:

To:


Page St 14000 0% 1% 0.082 14000F 0% 0% C F

Second St

99%

From:

To:

City of Williamsburg60 0.25 0%5 0.575

Page St 21000 0% 1% 0.090 22000F 0% 0% F F

US 60 Page St

99%To:

City of Williamsburg60 0.31 0%5 0.708

304/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

Capitol Landing Rd 6900 0% 1% 0.088 7300F 0% 0% C F

US 60 Page St

SR 143 Merrimac St

98%To:

From:


Ramp 2500 0.115 2500G G

SR 5 New Market Rd

I-295 EastTo:

From:

Henrico County 0.25

East

5

Ramp 1500 0.176 1500G G

SR 5 New Market Rd

I-295 WestTo:

From:

Henrico County 0.22

East

5

Ramp 610 0.144 610G G

SR 5 New Market Rd

I-295 EastTo:

From:

Henrico County 0.18

West

5

Ramp 780 0.161 780G G

SR 5 New Market Rd

I-295 WestTo:

From:

Henrico County 0.31

West

5

Afton Mountain Rd 950 0% 1% 0.109 980G 0% 1% C G

US 250 Rockfish Gap Trnpk

SR 151 Critzers Shop Rd

98%

From:

To:

From:

Nelson County 3.72 0%6

SR 151 Avon

0.555

8700 1% 1% 0.088 8000G 1% 4% C G

SR 151 Martins Store

93%

From:

To:

Nelson County151 6.22 0%6

SR 151 Rockfish Valley Hwy

0.558

River Rd 4600 1% 2% 0.097 4700G 1% 6% C G

US 29 W, Thomas Nelson Hwy

90%

From:

To:

Nelson County 5.79 0%6 0.624

Thomas Nelson Hwy 14000 1% 1% 0.082 13000G 1% 8% F G

US 29 E, Thomas Nelson Hwy

89%

From:To:

Nelson County29 3.94 0%6 0.676

Irish Rd 2200 1% 3% 0.114 2200G 0% 1% F G

Albemarle County Line

95%

From:

To:

Nelson County 3.43 0%6

Nelson County Line

0.714

Irish Rd 1100 1% 3% 0.114 1100G 0% 1% C G

02-627 Porters Rd

95%

From:To:

Albemarle County 7.19 0%6 0.541

Irish Rd 1200 1% 3% 0.106 1300G 0% 1% F G

SR 20 W, Scottsville Rd

95%

From:To:

Albemarle County 5.68 0%6 0.574

Valley Rd 7200 1% 3% 0.092 7500G 0% 1% F G

WCL Scottsville

95%

From:

To:

Albemarle County20 0.28 0%6 0.704

Valley Rd 7200 1% 3% 0.092 7500N 0% 1% N N

SR 20 E; Main St

95%

From:

To:

Town of Scottsville (Maint: 02)20 0.30 0%6

SR 20 E, Valley St

0.704

Main St 3300 0% 1% 0.103 3400G 0% 1% F G

Fluvanna County Line

97%

From:

To:

Town of Scottsville (Maint: 02) 0.28 0%6

Albemarle County Line

0.51

Main St 2700 0% 1% 0.096 2800G 0% 1% C G

32-675 Canal St

97%To:

Town of Scottsville (Maint: 32) 0.24 0%6 0.563

314/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor

West River Rd 2700 0% 1% 0.096 2800N 0% 1% N N

32-675 Canal St

ECL Scottsville

97%

From:To:

From:

Town of Scottsville (Maint: 32) 0.08 0%6 0.563

West River Rd 2700 0% 1% 0.096 2800N 0% 1% N N

32-620 Rolling Road South

97%

From:To:

Fluvanna County 7.98 0%6 0.563

West River Rd 2100 0% 1% 0.107 2200G 0% 1% F G

32-612 Winnsville Dr

97%

From:To:


West River Rd 1200 0% 1% 0.107 1200G 0% 1% F G

US 15 James Madison Hwy

97%

From:

To:

Fluvanna County 2.26 0%6

US 15 Fork Union

0.568

James Madison Hwy 4800 2% 1% 0.086 4900G 1% 4% F G

US 15 Dixie

92%

From:

To:

Fluvanna County15 1.99 0%6

US 15 James Madison Hwy

0.553

East River Rd 1900 1% 1% 0.087 2000G 1% 4% F G

WCL Columbia

93%

From:

To:


Saint James St 1900 1% 1% 0.087 2000N 1% 4% N N

Goochland County Line, ECL Columbia

93%

From:

To:

Town of Columbia (Maint: 32) 0.64 0%6

Fluvanna County Line, ECL Columbia

0.529

River Rd West 1600 1% 1% 0.094 1700G 1% 4% C G

SR 45 Georges Tavern

93%

From:

To:

Goochland County 6.01 0%6 0.643

River Rd West 3700 1% 1% 0.088 3900G 1% 4% F G

37-600 Rock Castle Rd

93%

From:

To:


River Rd West 5700 1% 1% 0.098 5900G 1% 4% F G

US 522 W, Sandy Hook Rd

93%

From:

To:

Goochland County 3.41 0%6

W US 522

0.723

River Road West 7300 0% 1% 0.092 7600G 0% 2% F G

E US 522

97%

From:

To:

Goochland County522 1.74 0%6

US 522 E, Maidens Rd

0.587

River Rd West 4100 0% 1% 0.101 4300G 1% 0% F G

37-628 Lee Rd

98%

From:To:


River Rd West 5300 0% 1% 0.103 5500G 1% 0% F G

37-621 Manakin Rd

98%

From:To:


Patterson Ave 10000 0% 0% 0.107 11000G 2% 1% C G

SR 288

96%

From:To:


Patterson Ave 23000 0% 1% 0.107 23000F 1% 0% C F

Henrico County Line

98%

From:

To:

Goochland County 2.36 0%6

Goochland County Line

0.585

Patterson Ave 23000 0% 0% 0.103 26000F 0% 0% F F

Pump Rd

99%

From:

To:



Gaskins Rd

99%To:


324/18/2017





4TireK

QA2Axle 3+Axle


FactorAAWDT QW

Dir

Factor


Gaskins Rd

Starling Dr

99%

From:To:

From:



Parham Rd

99%

From:To:



Forest Ave

99%

From:To:


Patterson Ave 13000 0% 0% 0.114 15000F 0% 0% C F

WCL Richmond

99%

From:To:


Patterson Ave 15000 0% 0% 0.100 16000G 0% 0% F G

Libbie Ave

99%

From:

To:



Malvern Ave

99%

From:

To:



Thompson St

99%

From:

To:


Kensington Ave 2300 0% 0% 0.113 2600G 0% 0% F G

Boulevard

99%To:


Tidbit Trail 530 NA NAR

SR 6 River Rd

US 29 Thomas Nelson HwyTo:

From:

Nelson County 0.20

Wye

6

Boscawen St 2000 0% 1% 0.095 2100G 0% 0% C G

US 50, US 522 Par, Braddock St

US 11 Cameron St

99%

From:

To:

From:

City of Winchester50 522P

0.18 0%7

Boscawen St


Cameron St 9600 1% 1% 0.096 10000G 0% 0% F G

Piccadilly St

97%

From:

To:

City of Winchester11P

11P

50 0.17 0%7

US 11 Cameron St


0.768

0.516

Piccadilly St 11000 1% 1% 0.087 12000G 0% 2% F G

East Lane

97%

From:

To:

Documents

COMMONWEALTH of VIRGINIA DEPARTMENT of TRANSPORTATION · average daily traffic volumes with vehicle classification data on interstate, arterial and primary routes 2016 commonwealth