HomeMy WebLinkAbout05-23 Traffic Diversion Study ReportOctober 31, 2022
TRAFFIC
DIVERSION
STUDY Carmeuse Lime and Stone Clear Brook, VA 12/19/22
Prepared for:
Carmeuse Lime & Stone
508 Quarry Lane
Clear Brook, VA 22642
Prepared by:
Stowe Engineering, PLC
103 Heath Court
Winchester, VA 22602
12/20/22
Table of Contents
Executive Summary ....................................................................................................................................... 2
Introduction and Background Information ................................................................................................... 1
Project Location and Description .............................................................................................................. 1
Non-existent Transportation Improvements ............................................................................................ 2
TIA Scoping ................................................................................................................................................ 2
Study Area ................................................................................................................................................. 2
Existing Roadway Descriptions ................................................................................................................. 3
Nearby Land Uses ..................................................................................................................................... 4
Comprehensive Plan ............................................................................................................................. 4
Zoning ................................................................................................................................................... 6
VDOT Functional Classification ................................................................................................................. 7
Multi-Modal Access .................................................................................................................................. 7
Future Transportation Improvements ...................................................................................................... 7
Existing Conditions ........................................................................................................................................ 8
Existing Traffic Operations ........................................................................................................................ 8
Assessment of the Existing Conditions: .................................................................................................... 8
Planned Quarry Development .................................................................................................................... 10
Overview ................................................................................................................................................. 10
Roadways Impacted ............................................................................................................................ 10
Travel Times ............................................................................................................................................ 12
Diverted Travel Times ......................................................................................................................... 14
Delays ...................................................................................................................................................... 16
Conclusions and Recommendations ........................................................................................................... 17
Executive Summary This Traffic Diversion Study has been performed to quantify the changes in travel times resulting from the relocation and vacation of public roadways that pass through the mining area proposed by Carmeuse. The Virginia Department of Energy regulations prohibits the traveling public from entering a permitted mine area due to the potential dangers of mining activity. Therefore, Carmeuse proposes to reroute the traveling public around the proposed mining area by vacating portions of the following public roads:
• Branson Springs Road (Route 668) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be relocated to the east of the proposed mine area.
• Grace Church Road (Route 668) to be routed into the relocated Woodside Road. Travel times were collected in five runs between 11:00AM and 2:00PM along three primary travel routes between Point A, the intersection of Grace Church Rd and John Deere Ct, and US Route 11 and I-81. Travel times were also computed on a new route between Point A and US Route 11 and I-81 at Rest Church Road. The collected travel times were averaged to arrive at a travel time for each route. Variations in travel times are attributed to the distance, roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, most drivers will not feel safe at that speed. The higher speed limit and hard surface on Sir John and Brucetown Roads permit motorists to travel at higher speeds, reducing their overall travel times. In addition, the traffic signals at Route 11 randomly affected travel times to I-81. Existing travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, which results in slower speeds due to the narrow roadway width, short site distances, and gravel surface. The relocated woodside Rd will be paved, which will enable motorists to travel at 45MPH. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. The following table summarizes the anticipated changes in travel times resulting from the proposed diversions.
From To
Travel Time
increase/decrease
(min:sec)
Diverted
travel time
(min:sec)
Int of John Deere Ct & Grace
Ch Rd Int of Route 11 & Brucetown
Rd via Brucetown Rd instead
of Grace Ch + Branson Sp +
Rte 11
-0:36 3:40
Int of I-81 SB ramp @
Hopewell Rd via Brucetown
Rd instead of Grace Ch +
Branson Sp + Rte 11*
Int of John Deere Ct &
Grace Ch Rd -0:57 5:26
Int of John Deere Ct & Grace
Ch Rd Int. of Route 11 & Rest
Church Rd -0:09 6:45
Int of John Deere Ct & Grace
Ch Rd Int of I-81 NB ramp and Rest
Church Rd -0:11 7:35
While the travel time savings associated with the proposed diversions are minor, they do allow
the traveling public to reach their destinations efficiently and safely.
This engineer believes that the changes in travel times resulting from this rezoning are both
manageable and acceptable for this project setting.
Introduction and Background Information
Page | 1
Introduction and Background Information Project Location and Description
This project involves rezoning 391.87 +/- acres in Frederick County, VA, for surface ore mining.
The project is north of Clear Brook, VA, and east of Route 11. Figure 1 shows the location of
the site.
Figure 1 Project location map
The project site consists of rolling fields currently being used for farming. Route 11 and I-81 are
to the west of the site, Woodbine Road is to the north, and the W&W railroad is along the
western property boundary. Grace Church Road (Route 668), Branson Springs Rd (Route 668),
and Woodside Road (Route 671) are gravel roads that pass through the project area. Two single-
family residences and some farm buildings are also present within the project boundary.
Exit
323
Exit
321
Introduction and Background Information
Page | 2
Non-existent Transportation Improvements
Based on a review of the online VDOT Six-Year Improvement plan, there are no VDOT
roadway improvement projects in the area.
The Frederick County 2022/23-2027/28 PRIMARY ROAD IMPROVEMENT PLAN calls for Route
11 to be widened to a 4-lane urban section between Cedar Hill Road and West Virginia and the
Frederick County NON-HARD SURFACE ROAD IMPROVEMENT PROJECTS 2022/2023 through
2027/2028 show the paving of Grace Church Road as unscheduled. Both projects are
dependent on VDOT funding.
TIA Scoping
A Traffic Study Pre-Scope of Work meeting was held with VDOT on January 25th, 2022, with a
follow-up meeting on March 30th, 2022. The study was determined to be a Diversion Study
rather than a routine Traffic Impact Analysis since the proposed rezoning generates no new
traffic. A copy of the final scoping document is included in Appendix A.
Study Area
The study area extends from Rest Church Road (Route 669) on the north to Hopewell and
Brucetown Roads (Route 672) on the south and from Sir Johns Road (Route 667) on the east to
I-81 on the west. Figure 2 shows the study area in this analysis.
Introduction and Background Information
Page | 3
Figure 2 Project Study Area
Existing Roadway Descriptions
The attributes of the existing road network in the study area are described in Table 1. The
Virginia Department of Transportation maintains these roads.
Study
Rezoning Area
Introduction and Background Information
Page | 4
Table 1 Existing streets attributes
Route
Number
Street Name Surface No. Lanes Speed Limit
(mph)
2021
AADT
11 Martinsburg
Pike
Pavement 2 with
TWLTL
45 posted 6800
667 Sir Johns Rd Pavement 2 55 (statutory) 620
668 Grace Church
Rd
Gravel 2 35 (statutory) 130
668 Branson Spring
Rd
Pavement 2 55 (statutory) 160
669 Rest Church Rd Pavement 2 to 4 plus
turn lanes
35 posted 9900
669 Woodbine Rd Pavement,
gravel
2 55 (statutory) 490
671 Woodside Rd Gravel 2 35 (statutory) 130
672 Brucetown/
Hopewell Rd
Pavement 2 Rte 11 to Quarry Ln – 35
Quarry Ln to Brucetown – 45
Brucetown to Sir Johns - 25
3500
2300
Nearby Land Uses
The W&W railroad, businesses, and the Frederick County Public Schools warehouse are to the
west of the project area, while agriculture is on the remaining three sides. Comprehensive Plan
The Frederick County Comprehensive Plan – 2005 to 2025 envisions the land use for the site to
be Heavy Industrial, Industrial, and Warehousing, as shown in figure 3.
Introduction and Background Information
Page | 5
Figure 3 Comprehensive Plan 2030 Land Use Map
Rezoning Area
Introduction and Background Information
Page | 6
Zoning
The current zoning on the site is Agriculture. See figure 4.
Figure 4 Frederick County Zoning Map
Rezoning Area
Introduction and Background Information
Page | 7
VDOT Functional Classification
The VDOT Functional Plan for this portion of Frederick County is shown in Figure 5, which
shows Route 11 (Martinsburg Pike) as a "Major Collector" in the vicinity of the study area, and
I-81 with a Functional Classification of "Interstate."
The functional designation establishes the VDOT Access Management requirements for median
crossovers and traffic control.
Figure 5 VDOT Approved Roadway Functional Classification Map Multi-Modal Access
The existing roadway network does not include continuous pedestrian access. Bike lanes are not
included in the existing roadway typical sections.
Future Transportation Improvements
Based on a review of the online VDOT Six-Year Improvement plan, there are no VDOT
roadway improvement projects in the area.
The Frederick County 2022/23-2027/28 PRIMARY ROAD IMPROVEMENT PLAN calls for
Route 11 to be widened to a 4-lane urban section between Cedar Hill Road and West Virginia
and the Frederick County NON-HARD SURFACE ROAD IMPROVEMENT PROJECTS
2022/2023 through 2027/2028 show the paving of Grace Church Road as unscheduled. Both
projects are dependent on VDOT funding.
Existing Conditions
Page | 8
Existing Conditions Existing Traffic Operations
For background and reference, turning movement traffic counts were collected on Tuesday,
November 16th, and Thursday, November 18th, 2021, from 6:00 AM to 9:00 AM and from 3:00
PM to 6:00 PM to identify the peak traffic volume hours. Upon reviewing the data, abnormally
high volumes were observed in the AM count around exit 321. Upon further investigation, it was
found that an accident in the southbound lanes of I-81 just south of exit 321 was causing traffic
to reroute onto Hopewell Road and south on Route 11. Therefore, this area was counted again on
May 17th, 2022. Pre-COVID AM traffic counts collected in 2019 were grown at 1%/year for
three years and were used as a comparison to the May 17th counts around exit 321. The AM peak
hour volumes used at exit 321, Hopewell Road and Brucetown Road are a blend and adjustment
of volumes representing the historical traffic growth.
The November 18th, 2021, PM peak hour volumes were unaffected.
In addition to the counts at Brucetown and Hopewell Roads, a combined count was assembled to
identify the peak hours for the combined traffic volume.
Following consultation with VDOT, a 24 hr video count was performed at the intersection of
Woodside Rd and Branson Springs Rd, and Woodside Rd Grace Church Rd on Tuesday, April
6th, 2022.
The traffic count data is included in Appendix B. The existing turning movement data for the
AM and PM peak hours are summarized in Figure 6. Assessment of the Existing Conditions:
• Very few vehicles are using Branson Springs Rd, Woodside Rd, and Grace Church Road. Eleven vehicles passed through the Branson Springs/Woodside intersection during the peak AM hour which includes two UPS size trucks. During the peak PM hour, a total of twenty-two vehicles passed through the Branson Springs/Woodside intersection with no trucks. These volumes are proposed to be rerouted.
• A large volume of southbound traffic moves from Route 11 to Rest Church Road to I-81 in the AM peak hour and goes opposite in the PM peak hour. This consumes much of the capacity on Rest Church Road, creating traffic congestion in the morning and evening peak hours. The other intersections in the vicinity of exit 323 functions without undue congestion.
• The east and west approaches of the signalized intersections of Hopewell and Brucetown Roads on Route 11 experience delays in the AM and PM peak hours. Heavy vehicles are going to and from various commercial and industrial facilities near the intersection. When heavy vehicles are present, they delay traffic because they accelerate slower than a car. In addition, the approaches from the east and west both have a single shared lane which restricts turning movements and causes further delays.
Existing Conditions
Page | 9
Figure 6 2021 Existing Traffic Volumes
Travel Times
Page | 10
Planned Quarry Development Overview
Carmeuse has acquired property north of Brucetown Road and intends to perform surface mining
there. The mining activity will extend northward from the existing quarries north side of
Brucetown Road, as shown in Figure 2. While the mining activity will take place over many
years, the initial berm construction and vegetative screening is expected to occur early in the
project development. This work will cause several roads in the project area to be rerouted or
closed, which will require motorists to travel on alternate routes. Impacted Roadways
The Virginia Department of Energy regulations prohibits the traveling public from entering an
active mine area due to the danger mining activity presents. Therefore, prior to work beginning
those roadways that pass through the mining area will be rerouted or closed. This includes:
• Branson Springs Road (Route 668) to be closed with a cul de sac east of the W&W railroad crossing
• Woodside Road (Route 671) to be rerouted
• Grace Church Road (Route 668) to be closed with a cul de sac east of the W&W railroad crossing
Woodside Road will be relocated to the east of the rezoning area. Figure 7 shows these planned
road changes.
Travel Times
Page | 11
Figure 7 Planned Roadway Changes
Rezoning Area
Travel Times
Page | 12
Travel Times
As previously mentioned, the purpose of this study is to determine the change in travel times
motorists will experience due to these roadways being relocated or closed. Methodology
To determine the difference in travel times, travel time runs along the roadways to be rerouted or
closed were measured, as were travel times along the logical alternative routes. A set of travel
times runs along each route was measured five times, and then averaged to get a travel time.
Appendix C shows the data from the travel time runs and the average time.
Travel times were measured between 11:00AM and 1:00 PM on Wednesday September 14 and
Thursday September 15, 2022. Performing the travel time runs mid-day provided a better
representation of the actual travel times without variable delays caused by external conditions,
such as variable traffic volumes and congestion in the peak hours.
For the purposes of this study, the intersection of Grace Church Road and John Deere Court was
selected as the origin-destination point for the motorist who the proposed road changes will
divert. This intersection is positioned to give the motorist a choice of routes to Route 11 and I-
81. Also, for the purposes of this study, it is assumed that motorists desiring to go south on I-81
will use Brucetown Road to Hopewell Road. Those wishing to go north on Route 11 or I-81 are
using any combination of routes, including Grace Church Road to Branson Springs Road to
Route 11, and Grace Church Road to Woodside Road to Woodbine Road to Route 11.
To develop a travel time as close as possible to that experienced by motorists currently using the
affected roadways, origin and destination points were identified as:
• Southbound I-81 ramps at exit 321
• Northbound I-81 ramps at exit 323
• Route 11 at the intersection of Brucetown Rd
• Route 11 at the intersection of Rest Church Rd
• The intersection of Grace Church Road and John Deere Ct
Tables 2 and 3 show the existing average inbound and outbound travel times between these
origins and destinations.
Travel Times
Page | 13
Table 2 Existing outbound travel times.
From To
Average
Travel Time
(min:sec)
John Deere Ct & Grace Ch Rd Route 11 and Brucetown Rd via
Brucetown Rd 3:40
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via
Brucetown Rd 6:57
John Deere Ct & Grace Ch Rd Route 11 and Brucetown Rd via Grace
Ch Rd & Branson Sp Rd 4:16
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via
Grace Ch Rd & Branson Sp Rd 7:33
John Deere Ct & Grace Ch Rd Route 11 & Rest Church Rd via
Woodside Rd & Woodbine Rd 6:54
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Rest Church Rd via
Woodside Rd & Woodbine Rd
7:46
Table 3 Existing inbound travel times.
From To
Average
Travel Time
(min:sec)
Route 11 & Hopewell Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
4:39
I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
5:26
Route 11 & Hopewell Rd John Deere Ct & Grace Ch Rd via
Branson Sp Rd & Grace Ch Rd
5:36
I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via
Branson Sp Rd & Grace Ch Rd
6:23
Route 11 & Rest Church Rd John Deere Ct & Grace Ch Rd via
Woodbine Rd, Woodside Rd, & Grace
Ch Rd
7:11
I-81 SB ramp and Rest Church Rd John Deere Ct & Grace Ch Rd via
Woodbine Rd, Woodside Rd, & Grace
Ch Rd
7:55
Travel Times
Page | 14
Diverted Travel Times
The relocation and improvement of Woodside Road and the closure of Branson Springs and
Woodside Roads will require southbound traffic to use Brucetown Rd to get to southbound
Route 11 or I-81SB. Northbound motorists will use the relocated Woodside Road to get to Route
11 and I-81NB.
To get the travel time for routes using the relocated Woodside Road a speed of 45 MPH for the
2.3-mile length of new road was added to the proportional travel times on Grace church Road
and Woodbine Roads. Tables 4 through 7 provide the computation of the travel time for this
route.
Table 4 Travel Time from A to Route 11 via Relocated Woodside Rd
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:55
TOTAL 4.08 0:07:00
Table 5 travel Time from A to Exit 323 NB via Realigned Woodside Rd
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:01:25
Rest Church Road 0.16 35 0:00:45
TOTAL 4.24 0:08:15
Table 6 Travel Time from Route 11 to A via Relocated Woodside Rd.
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:40
TOTAL 4.08 0:06:45
Travel Times
Page | 15
Table 7 Travel Time from I-81NB to A via Relocated Woodside Rd.
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:01:45
Rest Church Road 0.16 35 0:00:05
TOTAL 4.24 0:07:55
Tables 8 and 9 show the travel times on the diversion routes. This assumes that southbound motorist will use
Brucetown Road, and northbound motorist will use relocated Woodside Rd.
Table 8 Diverted outbound travel times
From To
Average
Travel Time
(min:sec)
John Deere Ct & Grace Ch Rd Route 11 & Brucetown Rd via
Brucetown Rd
3:40
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via
Brucetown Rd
6:57
John Deere Ct & Grace Ch Rd Route 11 & Rest Church Rd via
relocated Woodside Rd
7:00
John Deere Ct & Grace Ch Rd I-81 NB ramp and Rest Church Rd via
relocated Woodside Road
8:15
Table 9 Diverted inbound travel times
From To
Average
Travel Time
(min:sec)
Route 11 & Brucetown Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
4:39
I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
5:26
Route 11 & Rest Church Rd John Deere Ct & Grace Ch Rd via
relocated Woodside Rd
6:45
I-81 NB ramp and Rest Church Rd John Deere Ct & Grace Ch Rd via
Woodside Rd
7:55
Travel Times
Page | 16
Delays The difference in travel times between a diverted and a non-diverted travel route is delay. For motorists desiring to go south on Route 11 or I-81 from point A, the travel time using Brucetown Road is shorter than that of Grace Church and Branson Spring Roads. The travel times for motorists traveling north to Rest Church Road are longer. Table 6 provides a summary of the increase/decrease in travel times and the diverted travel times.
Table 10 Travel time delays
From To
Travel Time
increase/decrease
(min:sec)
Diverted
travel time
(min:sec)
Int of John Deere Ct & Grace
Ch Rd Int of Route 11 & Brucetown
Rd via Brucetown Rd instead
of Grace Ch + Branson Sp +
Rte 11
-0:36 3:40
Int of I-81 SB ramp @
Hopewell Rd via Brucetown
Rd instead of Grace Ch +
Branson Sp + Rte 11*
Int of John Deere Ct &
Grace Ch Rd -0:57 5:26
Int of John Deere Ct & Grace
Ch Rd Int. of Route 11 & Rest
Church Rd -0:09 6:45
Int of John Deere Ct & Grace
Ch Rd Int of I-81 NB ramp and Rest
Church Rd -0:11 7:35 While the travel time reductions are minor, the diversion routes do allow the traveling public to reach their destinations efficiently and safely. The variations in travel times are primarily attributed to the roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, a driver may not feel safe at that speed. While travel times were being collected, 25MPH was the maximum speed our drivers wanted to go. The higher speed limit and hard surface roads on Sir Johns and Brucetown Roads permit the motorist to travel at higher speeds, thereby reducing their overall travel times. The traffic signal at Route 11 and Brucetown Road randomly affected travel times to I-81. Travel to Rest Church Road is likewise affected by roadway surface, speed limits, and signal phasing. Travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, and slower speeds are experienced due to the narrow roadway width, short site distances, and gravel surface. Even though the distance is longer, the ability to travel at 45MPH over those longer distances increased the travel times only modestly. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81.
Conclusions and Recommendations
Page | 17
Conclusions and Recommendations This Traffic Diversion Study has been performed to quantify the changes in travel times resulting from the relocation and vacation of public roadways that pass through the mining area proposed by Carmeuse. The Virginia Department of Energy regulations prohibits the traveling public from entering a permitted mine area due to the potential dangers of mining activity. Therefore, Carmeuse proposes to reroute the traveling public around the proposed mining area by vacating portions of the following public roads:
• Branson Springs Road (Route 668) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be relocated to the east of the proposed mine area.
• Grace Church Road (Route 668) to be routed into the relocated Woodside Road. Travel times were collected in five runs between 11:00AM and 2:00PM along three primary travel routes between Point A, the intersection of Grace Church Rd and John Deere Ct, and US Route 11 and I-81. Travel times were also computed on a new route between Point A and US Route 11 and I-81 at Rest Church Road. The collected travel times were averaged to arrive at a travel time for each route. Variations in travel times are attributed to the distance, roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, most drivers will not feel safe at that speed. The higher speed limit and hard surface on Sir John and Brucetown Roads permit motorists to travel at higher speeds, reducing their overall travel times. In addition, the traffic signals at Route 11 randomly affected travel times to I-81. Existing travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, which results in slower speeds due to the narrow roadway width, short site distances, and gravel surface. The relocated woodside Rd will be paved, which will enable motorists to travel at 45MPH. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. This engineer believes that this rezoning and its associated traffic diversions result in travel time changes that are both manageable and acceptable for this project setting.
Appendix A
Pre-Scope of Work Meeting Form
SCOPING INFORMATION
Traffic Impact Analysis
for
Carmeuse Rezoning
January 13, 2022
Rev 3/23/22
Prepared by
Stowe Engineering, PLC
103 Heath Court
Winchester, VA 22602
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
PRE-SCOPE OF WORK MEETING FORM
Information on the Project
Traffic Impact Analysis Base Assumptions
The applicant is responsible for entering the relevant information and submitting the form to VDOT and the
locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline,
the scope of work meeting may be postponed.
Contact Information
Consultant Name:
Tele:
E-mail:
Stowe Engineering, PLC
540.686.7373
timstowe@stowecompanies.com
Developer/Owner Name:
Tele:
E-mail:
O N Minerals d.b.a Carmeuse Lime and Stone
540.662.3855 x4037
Logan.Thompson@carmeuse.com
Project Information
Project Name: Carmeuse Rezoning Locality/County: Frederick
Project Location:
(Attach regional and site
specific location map)
north of Brucetown Rd, east of Route 11, east of W&W railroad, wet of Woodside
Rd
Submission Type Comp Plan Rezoning Site Plan Subd Plat
Project Description:
(Including details on the land
use, acreage, phasing, access
location, etc. Attach additional
sheet if necessary)
Rezoning of 330+/- acres from RA to EM
Proposed Use(s):
(Check all that apply; attach
additional pages as necessary)
Residential Commercial Mixed Use Other
Residential Uses(s)
Number of Units:
ITE LU Code(s):
Commercial Use(s)
ITE LU Code(s):
Square Ft or Other Variable:
Other Use(s)
ITE LU Code(s):
Independent Variable(s):
see notes in
assumptions
Total Peak Hour Trip
Projection: Less than 100 100 – 499 500 – 999 1,000 or more
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
Traffic Impact Analysis Assumptions
Study Period Existing Year: 2022 Build-out Year: 2035 Design Year: 2041
Study Area Boundaries
(Attach map)
North: Route 669 Rest Church
Rd South: Route 672 Hopewell Rd
East: Carmeuse Entrance West: I-81
External Factors That
Could Affect Project
(Planned road improvements,
other nearby developments)
none known
Consistency With
Comprehensive Plan
(Land use, transportation plan)
not currently
Available Traffic Data
(Historical, forecasts)
VDOT published traffic data and counts from previous studies
Trip Distribution
(Attach sketch)
Road Name: see attachment Road Name:
Road Name: Road Name:
Annual Vehicle Trip
Growth Rate: 1%
Peak Period for Study
(check all that apply) AM PM SAT
Peak Hour of the Generator
Study Intersections
and/or Road Segments
(Attach additional sheets as
necessary)
1.see attachment 6.
2. 7.
3. 8.
4. 9.
5. 10.
Trip Adjustment Factors Internal allowance: Yes No
Reduction: % trips
Pass-by allowance: Yes No
Reduction: % trips
Software Methodology Synchro HCS (v.2000/+) aaSIDRA CORSIM Other
Traffic Signal Proposed
or Affected
(Analysis software to be used,
progression speed, cycle length)
The traffic signals at Brucetown Rd/Hopewell Rd/Route 11 will continue to pass
Carmeuse traffic with no proposed Carmeuse traffic increase.
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
Improvement(s)
Assumed or to be
Considered Traffic signals at I-81 ramps proffered by Blain-Cline rezoning.
Background Traffic
Studies Considered none
Plan Submission Master Development Plan (MDP) Generalized Development Plan (GDP)
Preliminary/Sketch Plan Other Plan type (Final Site, Subd. Plan)
Additional Issues to be
Addressed
Queuing analysis Actuation/Coordination Weaving analysis
Merge analysis Bike/Ped Accommodations Intersection(s)
TDM Measures Other
NOTES on ASSUMPTIONS:
1.This project is not planned to increase quarry related traffic; it expands access to reserves. Existing historical
traffic volumes are provided in this document.
2.Merge analysis will be performed on the I-81 ramps.
3.An Operational Analysis will be performed where roadways are proposed to be removed or rerouted, to
include:
+ Analysis of current routes, traffic volumes, and travel times
+Identification of proposed road closures and relocations
+ Identification of routes receiving diverted trips
+ Analysis of routes receiving diverted trips
+Identification of areas that will be impacted
+Quantify the current and rerouted travel times
+Evaluate each property for access to a public roadway or dedicated ingress/egress easement
SIGNED: _________________________________ DATE: ______________
Applicant or Consultant
PRINT NAME: _____________________________
Applicant or Consultant
3/23/22
Tim Stowe
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
24 HR
Classified
Count
Study
Intersection
Study
Intersection
Study
Intersection
Quarry Ent
24 HR
Classified
Count
Study
Intersection
327.9 AC +/-
Exit 323
Exit 321
PROJECT
LOCATION
Study
Intersection
Quarry Ent
PROPOSED TRAFFIC COUNT LOCATIONSCARMEUSE REZONINGFREDERICK COUNTY, VArev. 3/23/22
40%
40%
10%
4%
4%
2%
327.9 AC +/-
Exit 323
Exit 321
PROJECT
LOCATION
PROPOSED TRIP DISTRIBUTIONCARMEUSE REZONINGFREDERICK COUNTY, VA
Stowe Engineering, PLC
Tel 540.686.7373
Fax 540.301.1100
103 Heath Court
Winchester, VA 22602
01.17.2022 Memo
Background: Carmeuse Lime and Stone request the rezoning of 327.9 acres from RA to EM
zoning. The rezoning will allow Carmeuse to gain access to additional reserves to continue
operations at current levels. There is no plan to increase production, and therefore traffic is
expected to remain unchanged from present-day traffic volumes.
In recent years Carmeuse has relied heavily on rail to move large amounts of aggregate out of
the area. Locally, trucks transport aggregate, lime, and milled limestone. Almost all trucks
come from or head to the west on Brucetown Road. From there, the rips disburse on Route 11
or I-81.
The Institute for Transportation Engineer's Trip Generation Manual, the 11th edition, does not
have a land use category for surface mines. Therefore, historical count data and current
turning movement counts have been used to quantify the existing trips generated at the
Carmeuse plant in Clear Brook, VA.
Truck Design Hourly Volume: Carmeuse weighs all customer aggregate trucks when they
leave the property. All customer lime and milled limestone trucks cross the scales on arrival
and departure from the property. This action provides a historical record of the total number of
trucks leaving the property. Table 1 and Figure 1 on the following pages show the monthly and
daily average number of trucks crossing the scales in each of the last four years. The monthly
average number of trucks for each of the past 4 years was ordered from highest to lowest and
plotted from this data. See Table 2 and Figure 2. By evaluating the slope of the line, it
becomes easy to identify an overall daily design volume at 200 trucks/day based on the line's
upper break point.
Trip Generation: The daily design volume of trucks is 43% greater than the actual volume of
trucks that crossed the scales on November 16, 2021, the day the turning movement counts
were collected at the Carmeuse entrance. To calculate the average AM and PM peak hour
trips at the entrance, the peak hour turning movement volumes entering and leaving the site
was increased by 43%. The result is presented in Table 3, which also provides a breakdown of
non-customer trips, including 90 employees, 30 contractor employees (average), and 15 trips
for goods and services.
To
VDOT Land Use
Engineer, Edinburg, VA.
From
Tim Stowe
Stowe Engineering, PLC
CC
Transportation Planning,
Staunton Dist
Re
Traffic Study for
Carmeuse Rezoning,
Clear Brook, VA
01.17.2022 Memo Pg.02
Variations in the traffic volumes at Carmeuse are seasonal. And while the traffic data collected
for the Traffic Impact Analysis will include all Carmeuse related peak hour trips, the values
shown in Table 3 provide a conservative average of the daily and peak hour trips.
2018 2019 2020 2021 Notes
Jan 5006 2483 4101 2801
Feb 4451 1976 3146 2339
March 3788 3182 3468 3855
April 5155 3932 3825 3486
May 5181 4262 4096 3086
June 5223 4445 4308 4362
July 4699 4206 3950 3671
Aug 4106 4550 3140 3630
Sept 3652 6759 3553 3386
Oct 4380 6743 5082 3765
Nov 3733 3451 3281 3142 Nov 2021 Average = 126/day
Dec 3053 2711 2391 3389
Total 52427 48700 44341 40912
Month Truck Avg 4,369 4,058 3,695 3,656
Daily Truck Avg 175 162 148 146 Using 25 days per month(excluding Sat's)
TABLE 1. MONTHLY TRUCK VOLUMES CROSSING SCALES
Carmeuse Lime and Stone
Clear Brook, VA
0
1000
2000
3000
4000
5000
6000
7000
8000
Jan Feb March April May June July Aug Sept Oct Nov Dec
Figure 1. Monthly Truck Volumes Crossing Scales
2018 2019 2020 2021
2018
2018
Daily
Average
2019
2019
Daily
Average
2020
2020
Daily
Average
2021
2021
Daily
Average
Jan 5006 200 2483 99 4101 164 2801 112
Feb 4451 178 1976 79 3146 126 2339 94 = Max
March 3788 152 3182 127 3468 139 3855 154
April 5155 206 3932 157 3825 153 3486 139 = Min
May 5181 207 4262 170 4096 164 3086 123
June 5223 209 4445 178 4308 172 4362 174
July 4699 188 4206 168 3950 158 3671 147
Aug 4106 164 4550 182 3140 126 3630 145
Sept 3652 146 6759 270 3553 142 3386 135
Oct 4380 175 6743 270 5082 203 3765 151
Nov 3733 149 3451 138 3281 131 3142 126
Dec 3053 122 2711 108 2391 96 3389 136
Table 2. Average Daily Truck Volumes Crossing Scales
Carmeuse Lime and Stone
Clear Brook, Virginia
0
50
100
150
200
250
300
Figure 2. Average Daily Truck Volume Crossing Scales
January 2018 to December 2021
Design Point
=200
Max
Min
enter exit enter exit
Design Volume Daily Trucks @
scales (from graph)200 45 10 3 27 400
Employees (90+/-)90 20 5 1 12 180
Contractor Employees (30+/-)30 7 2 0 4 60
Goods and Services deliveries
(15+/-)15 3 1 0 2 30
Total Carmeuse Traffic 335 76 17 4 46 670
Note 1 11/16/21 peak hour turning movement volumes have been increased by 43% to align with the design hour daily
values
AM PM
Table 3. Peak Hour Traffic Volumes
Carmeuse Lime and Stone Quarry
Clear Brook, Frederick County, VA
14-Jan-22
Source: Carmeuse &11/16/21 Traffic Count Data
Peak Hour1
Traffic Generator One Way
Volume
ADT = One-Way
Volume * 2
enter exit enter exit
Design Volume Daily Trucks @
scales (from graph)200 45 10 3 27 400
Employees (90+/-)90 20 5 1 12 180
Contractor Employees (30+/-)30 7 2 0 4 60
Goods and Services deliveries
(15+/-)15 3 1 0 2 30
Total Carmeuse Traffic 335 76 17 4 46 670
Note 1 11/16/21 peak hour turning movement volumes have been increased by 43% to align with the design hour daily
values
AM PM
Table 3. Peak Hour Traffic Volumes
Carmeuse Lime and Stone Quarry
Clear Brook, Frederick County, VA
14-Jan-22
Source: Carmeuse &11/16/21 Traffic Count Data
Peak Hour1
Traffic Generator One Way
Volume
ADT = One-Way
Volume * 2
Appendix B
Traffic Count Data
CARS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 NB On Ramp - I-81 NB Off Ramp Date: November 16, 2021 Tuesday
and: Route 672 (Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 3
TOTAL
on: I-81 NB On Ramp on: I-81 NB Off Ramp on:Route 672 (Hopewell Rd)on:Route 672 (Hopewell Rd)N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:1500000510061412002609301244
6:15 - 6:300000012100131620003609501463
6:30 - 6:450000020000208130021027102869
6:45 - 7:0000000190302213230036032103391
7:00 - 7:1500000150301814260040034503997
7:15 - 7:30000001603019133100440472049112
7:30 - 7:45000002125028253600610850186175
7:45 - 8:0000000170101892100300645069117
8:00 - 8:1500000160101710210031048305199
8:15 - 8:3000000100501592200310537060106
8:30 - 8:4500000130201510290140039404398
8:45 - 9:000000014040182330035030303386
3 Hr Totals 0000017842702091432870143104773915171157
1 Hr Totals
6:00 - 7:0000000562306151680011907710087267
6:15 - 7:150000066160735182001330102120114320
6:30 - 7:30000007009079489300141014090149369
6:45 - 7:4500000712140876511600181019881207475
7:00 - 8:00000006921208361114001750230121243501
7:15 - 8:15000007021008257109001660244101255503
7:30 - 8:30000006421207853100001530250151266497
7:45 - 8:450000056090653893011320204190223420
8:00 - 9:00000005301206531105011370170170187389
PEAK HOUR
7:00 - 8:00 000006921208361114001750230121243501
PM
3:00 - 3:150000024050299290038013501885
3:15 - 3:30000002215028243800620226028118
3:30 - 3:4500000220150371920003901611027103
3:45 - 4:00000001605021155400690287035125
4:00 - 4:150000014180231841005902014034116
4:15 - 4:30000002209031244200660328040137
4:30 - 4:450000017060232653007901826044146
4:45 - 5:00000002107028154300580228030116
5:00 - 5:1500000190130322436006002713040132
5:15 - 5:3000000190110301359007203915054156
5:30 - 5:450000017017034144400580209029121
5:45 - 6:00000001601102713280041023102492
3 Hr Totals 000002292112034321448700701028012304031447
1 Hr Totals
3:00 - 4:00000008413001156714100208079290108431
3:15 - 4:15000007423301097615300229086380124462
3:30 - 4:30000007413701127615700233096400136481
3:45 - 4:4500000691280988319000273098550153524
4:00 - 5:00000007413001058317900262092560148515
4:15 - 5:15000007903501148917400263099550154531
4:30 - 5:300000076037011378191002690106620168550
4:45 - 5:450000076048012466182002480108450153525
5:00 - 6:000000071052012364167002310109380147501
PEAK HOUR
4:30 - 5:30 0010176037011378191002690106620168551
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 SB Off Ramp - I-81 SB On Ramp Date: November 16, 2021 Tuesday
and: Route 672 (Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 SB Off Ramp on: I-81 SB On Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15007070000001130143500829
6:15 - 6:30411001500000051902468001453
6:30 - 6:454020024000000412016811001959
6:45 - 7:00160250410000001119030714002192
7:00 - 7:1550270320000008240321022003296
7:15 - 7:302414106600000015200356180024125
7:30 - 7:458218401670010103650411170018227
7:45 - 8:0012026601880000001930223120015225
8:00 - 8:15532410960000001840221170018136
8:15 - 8:30205450700000002061274210126123
8:30 - 8:451432103800000016262448190027109
8:45 - 9:00321702200000016330498260034105
3 Hr Totals 345174040766001010169184335665190012561379
1 Hr Totals
6:00 - 7:0024162087000000216308424380062233
6:15 - 7:152918201120000002874010231550086300
6:30 - 7:3049111301630000003875011331650096372
6:45 - 7:45127217703060010107068013824710095540
7:00 - 8:00231421804530010107852013020690089673
7:15 - 8:15279623205170010108832012011640075713
7:30 - 8:30275102360521001010931811129670177711
7:45 - 8:452071217303920000007339311516690186593
8:00 - 9:009012124022600000070693142218301105473
PEAK HOUR
7:15 - 8:15 279623205170010108832012011640075713
PM
3:00 - 3:153090120000001918037114001564
3:15 - 3:303090120000001928047521002685
3:30 - 3:457070140000002317040524002983
3:45 - 4:00101401500000030390696260032116
4:00 - 4:15501502000000027280555230028103
4:15 - 4:30211601900000025280536250031103
4:30 - 4:45301101400000028320600360036110
4:45 - 5:0040150190000002429053819002799
5:00 - 5:15101201300000031260576330039109
5:15 - 5:30101902000000021480698370045134
5:30 - 5:45301301600000031330643200023103
5:45 - 6:0030130160000001526041113001471
3 Hr Totals 3611530190000000293352064554291003451180
1 Hr Totals
3:00 - 4:0014039053000000911020193178500102348
3:15 - 4:1516045061000000991120211219400115387
3:30 - 4:30151520680000001051120217229800120405
3:45 - 4:451115606800000011012702371711000127432
4:00 - 5:001415707200000010411702211910300122415
4:15 - 5:151015406500000010811502232011300133421
4:30 - 5:30905706600000010413502392212500147452
4:45 - 5:45905906800000010713602432510900134445
5:00 - 6:0080570650000009813302311810300121417
PEAK HOUR
4:30 - 5:30 905706600000010413502392212500147452
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: Quarry Rd - Quarry Entrance Date: November 16, 2021 Tuesday
and: Route 672 (Brucetown Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: Quarry Rd on: Quarry Entrance on: Route 672 (Brucetown Rd) on: Route 672 (Brucetown Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15000000080801620181300430
6:15 - 6:300000000202025002576001340
6:30 - 6:45000000020201700171413002746
6:45 - 7:00000000040402200221810002854
7:00 - 7:1500000002020250025168002451
7:15 - 7:30000000020203000301311002456
7:30 - 7:450000000404032003265001147
7:45 - 8:0000000005050220022413001744
8:00 - 8:1500000002020220022713002044
8:15 - 8:3000000003030240024810001845
8:30 - 8:450000000707036003665001154
8:45 - 9:0000000104050230023621002755
3 Hr Totals 00000104504602942029610611800224566
1 Hr Totals
6:00 - 7:00000000016016080208240320072170
6:15 - 7:15000000010010089008955370092191
6:30 - 7:300000000100100940094614200103207
6:45 - 7:4500000001201201090010953340087208
7:00 - 8:0000000001301301090010939370076198
7:15 - 8:1500000001301301060010630420072191
7:30 - 8:3000000001401401000010025410066180
7:45 - 8:4500000001701701040010425410066187
8:00 - 9:0000000101601701050010527490076198
PEAK HOUR
6:45 - 7:45 00000001201201090010953340087208
PM
3:00 - 3:1500000106070130013616002242
3:15 - 3:3000000008080210021223002554
3:30 - 3:4500000005160220022432003664
3:45 - 4:0000000006060290029127002863
4:00 - 4:150000000170170150015127002860
4:15 - 4:3000000006060290029030003065
4:30 - 4:4500000004040150015224002645
4:45 - 5:0000000004040250025129003059
5:00 - 5:150000000110110240024032003267
5:15 - 5:300000020160180350035234003689
5:30 - 5:4500000001010170017028002846
5:45 - 6:0000000000000140014535004054
3 Hr Totals 0000030841880259002592433700361708
1 Hr Totals
3:00 - 4:000000010251270850085139800111223
3:15 - 4:150000000361370870087810900117241
3:30 - 4:300000000341350950095611600122252
3:45 - 4:450000000330330880088410800112233
4:00 - 5:000000000310310840084411000114229
4:15 - 5:150000000250250930093311500118236
4:30 - 5:300000020350370990099511900124260
4:45 - 5:45000002032034010100101312300126261
5:00 - 6:000000020280300900090712900136256
PEAK HOUR
4:45 - 5:45 000002032034010100101312300126261
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 18, 2021 Thursday
and: Branson Spring Rd Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Branson Spring Rd on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:1503300331240025000000000058
6:15 - 6:3006000601210022000000000082
6:30 - 6:4506210630330033100010000097
6:45 - 7:00080008023600382000200000120
7:00 - 7:1505310542330035001010000090
7:15 - 7:30061006114600471010200000110
7:30 - 7:45099009902700272000200000128
7:45 - 8:00088008803700370010100000126
8:00 - 8:1505400540270128001010000083
8:15 - 8:30060006004100410030300000104
8:30 - 8:45063306623200341000100000101
8:45 - 9:0004210431450046002020000091
3 Hr Totals 0755607611040201413709016000001190
1 Hr Totals
6:00 - 7:000235102364114001183000300000357
6:15 - 7:150255202575123001283010400000389
6:30 - 7:300256202585148001534020600000417
6:45 - 7:450293102945142001475020700000448
7:00 - 8:000301103023143001463030600000454
7:15 - 8:150302003021137011393030600000447
7:30 - 8:300301003010132011332050700000441
7:45 - 8:450265302682137011401050600000414
8:00 - 9:000219402233145011491060700000379
PEAK HOUR
7:00 - 8:00 0301103023143001463030600000454
PM
3:00 - 3:15042304508300832000200000130
3:15 - 3:30042004207600760000000000118
3:30 - 3:45050005029600981020300000151
3:45 - 4:0005610572108001101020300000170
4:00 - 4:1505500550115001151000100000171
4:15 - 4:3005510562102001040010100000161
4:30 - 4:4506710680102001020020200000172
4:45 - 5:0006500650112001120010100000178
5:00 - 5:1505310540120001202010300000177
5:15 - 5:3005300530102001021000100000156
5:30 - 5:4506100613119001220000000000183
5:45 - 6:0004200421105011070000000000149
3 Hr Totals 0 641 7 0 648 10 1240 0 1 1251 809017000001916
1 Hr Totals
3:00 - 4:000190401944363003674040800000569
3:15 - 4:150203102044395003993040700000610
3:30 - 4:300216202186421004273050800000653
3:45 - 4:450233302364427004312050700000674
4:00 - 5:000242202442431004331040500000682
4:15 - 5:150240302432436004382050700000688
4:30 - 5:300238202400436004363040700000683
4:45 - 5:450232102333453004563020500000694
5:00 - 6:000209102104446014513010400000665
PEAK HOUR
4:45 - 5:45 0232102333453004563020500000694
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 16, 2021 Tuesday
and: Route 672 (Brucetown Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 0 49 0 0 49 6 20 0 0 26 4 0 23 0 27 0 0 0 0 0 102
6:15 - 6:30 0 71 1 0 72 12 29 0 0 41 4 0 18 0 22 0 0 0 0 0 135
6:30 - 6:45 0 57 3 0 60 30 30 0 0 60 1 0 19 0 20 0 0 0 0 0 140
6:45 - 7:00 0 70 6 0 76 29 33 0 0 62 5 0 26 0 31 0 0 0 0 0 169
7:00 - 7:15 0 63 8 0 71 26 36 0 0 62 3 0 30 0 33 0 0 0 0 0 166
7:15 - 7:30 0 74 7 0 81 18 43 0 0 61 4 0 37 0 41 0 0 0 0 0 183
7:30 - 7:45 0 89 0 0 89 14 43 0 0 57 2 0 32 0 34 0 0 0 0 0 180
7:45 - 8:00 0 94 5 0 99 28 36 0 0 64 6 0 27 0 33 0 0 0 0 0 196
8:00 - 8:15 0 80 5 0 85 19 43 0 0 62 2 0 27 0 29 0 0 0 0 0 176
8:15 - 8:30 0 98 1 0 99 16 25 0 0 41 3 0 22 0 25 0 0 0 0 0 165
8:30 - 8:45 0 91 2 0 93 14 30 0 0 44 1 0 44 0 45 0 0 0 0 0 182
8:45 - 9:00 0 93 5 0 98 25 43 0 0 68 6 0 30 0 36 0 0 0 0 0 202
3 Hr Totals 0 929 43 0 972 237 411 0 0 648 41 0 335 0 376 0 0 0 0 0 1996
1 Hr Totals
6:00 - 7:00 0 247 10 0 257 77 112 0 0 189 14 0 86 0 100 0 0 0 0 0 546
6:15 - 7:15 0 261 18 0 279 97 128 0 0 225 13 0 93 0 106 0 0 0 0 0 610
6:30 - 7:30 0 264 24 0 288 103 142 0 0 245 13 0 112 0 125 0 0 0 0 0 658
6:45 - 7:45 0 296 21 0 317 87 155 0 0 242 14 0 125 0 139 0 0 0 0 0 698
7:00 - 8:00 0 320 20 0 340 86 158 0 0 244 15 0 126 0 141 0 0 0 0 0 725
7:15 - 8:15 0 337 17 0 354 79 165 0 0 244 14 0 123 0 137 0 0 0 0 0 735
7:30 - 8:30 0 361 11 0 372 77 147 0 0 224 13 0 108 0 121 0 0 0 0 0 717
7:45 - 8:45 0 363 13 0 376 77 134 0 0 211 12 0 120 0 132 0 0 0 0 0 719
8:00 - 9:00 0 362 13 0 375 74 141 0 0 215 12 0 123 0 135 0 0 0 0 0 725
PEAK HOUR
7:15 - 8:15 0 337 17 0 354 79 165 0 0 244 14 0 123 0 137 0 0 0 0 0 735
PM
3:00 - 3:15 0 57 7 0 64 22 90 0 0 112 5 0 23 0 28 0 0 0 0 0 204
3:15 - 3:30 0 42 7 0 49 30 75 0 0 105 11 0 32 0 43 0 0 0 0 0 197
3:30 - 3:45 0 54 7 0 61 43 98 0 0 141 9 0 24 0 33 0 0 0 0 0 235
3:45 - 4:00 0 77 6 0 83 31 102 0 0 133 9 0 37 0 46 0 0 0 0 0 262
4:00 - 4:15 0 46 6 0 52 29 113 0 0 142 11 0 33 0 44 0 0 0 0 0 238
4:15 - 4:30 0 58 5 0 63 28 111 0 0 139 11 0 36 0 47 0 0 0 0 0 249
4:30 - 4:45 0 50 4 0 54 26 97 0 0 123 6 0 25 0 31 0 0 0 0 0 208
4:45 - 5:00 0 56 8 0 64 29 110 0 0 139 7 0 29 0 36 0 0 0 0 0 239
5:00 - 5:15 0 74 3 0 77 33 98 0 0 131 6 0 31 0 37 0 0 0 0 0 245
5:15 - 5:30 0 58 4 0 62 32 113 0 0 145 3 0 51 0 54 0 0 0 0 0 261
5:30 - 5:45 0 76 0 0 76 34 102 0 0 136 7 0 21 0 28 0 0 0 0 0 240
5:45 - 6:00 0 49 6 0 55 36 103 0 0 139 6 0 15 0 21 0 0 0 0 0 215
3 Hr Totals 0 697 63 0 760 373 1212 0 0 1585 91 0 357 0 448 0 0 0 0 0 2793
1 Hr Totals
3:00 - 4:00 0 230 27 0 257 126 365 0 0 491 34 0 116 0 150 0 0 0 0 0 898
3:15 - 4:15 0 219 26 0 245 133 388 0 0 521 40 0 126 0 166 0 0 0 0 0 932
3:30 - 4:30 0 235 24 0 259 131 424 0 0 555 40 0 130 0 170 0 0 0 0 0 984
PHF 0.76 0.86 0.76 0.94 0.91 0.88 0.97
%T 5.5% 4.2% 6.1% 4.7% 2.5% 6.9% 1.4%
3:45 - 4:45 0 231 21 0 252 114 423 0 0 537 37 0 131 0 168 0 0 0 0 0 957
4:00 - 5:00 0 210 23 0 233 112 431 0 0 543 35 0 123 0 158 0 0 0 0 0 934
4:15 - 5:15 0 238 20 0 258 116 416 0 0 532 30 0 121 0 151 0 0 0 0 0 941
4:30 - 5:30 0 238 19 0 257 120 418 0 0 538 22 0 136 0 158 0 0 0 0 0 953
4:45 - 5:45 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985
5:00 - 6:00 0 257 13 0 270 135 416 0 0 551 22 0 118 0 140 0 0 0 0 0 961
PEAK HOUR
4:45 - 5:45 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 16, 2021 Tuesday
and: Route 672 (Brucetown Rd-Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 8 39 0 0 47 3 16 11 0 30 4 11 12 0 27 7 3 4 0 14 118
6:15 - 6:30 9 63 1 0 73 5 23 16 0 44 4 8 10 0 22 5 7 6 0 18 157
6:30 - 6:4585030611221904219701714179040160
6:45 - 7:00 7 62 4 0 73 13 27 17 0 57 5 16 10 0 31 17 15 6 0 38 199
7:00 - 7:15 17 46 7 0 70 9 31 13 0 53 3 14 15 0 32 18 18 4 0 40 195
7:15 - 7:30 18 58 6 0 82 10 36 17 0 63 3 20 12 0 35 23 7 9 0 39 219
7:30 - 7:45 13 74 0 0 87 2 37 24 0 63 2 16 18 0 36 98 10 6 0 114 300
7:45 - 8:00 7 88 5 0 100 11 27 9 0 47 5 15 12 0 32 73 17 9 0 99 278
8:00 - 8:15 7 72 5 0 84 6 33 19 0 58 3 7 19 0 29 60 13 10 0 83 254
8:15 - 8:30 9 87 1 0 97 9 18 22 0 49 3 6 15 0 24 49 7 6 0 62 232
8:30 - 8:45 21 70 3 0 94 5 21 10 0 36 4 21 23 0 48 40 9 7 0 56 234
8:45 - 9:00 30 66 5 0 101 18 33 8 0 59 6 11 19 0 36 36 6 10 0 52 248
3 Hr Totals 154 775 40 0 969 103 323 175 0 601 43 154 172 0 369 440 129 86 0 655 2594
1 Hr Totals
6:00 - 7:00 32 214 8 0 254 33 87 53 0 173 14 44 39 0 97 43 42 25 0 110 634
6:15 - 7:15 41 221 15 0 277 39 102 55 0 196 13 47 42 0 102 54 57 25 0 136 711
6:30 - 7:30 50 216 20 0 286 44 115 56 0 215 12 59 44 0 115 72 57 28 0 157 773
6:45 - 7:45 55 240 17 0 312 34 131 71 0 236 13 66 55 0 134 156 50 25 0 231 913
7:00 - 8:00 55 266 18 0 339 32 131 63 0 226 13 65 57 0 135 212 52 28 0 292 992
7:15 - 8:15 45 292 16 0 353 29 133 69 0 231 13 58 61 0 132 254 47 34 0 335 1051
7:30 - 8:30 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064
7:45 - 8:45 44 317 14 0 375 31 99 60 0 190 15 49 69 0 133 222 46 32 0 300 998
8:00 - 9:00 67 295 14 0 376 38 105 59 0 202 16 45 76 0 137 185 35 33 0 253 968
PEAK HOUR
7:30 - 8:30 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064
PM
3:00 - 3:15 16 49 7 0 72 13 70 14 0 97 5 15 5 0 25 13 8 18 0 39 233
3:15 - 3:30 12 41 7 0 60 17 61 22 0 100 11 21 13 0 45 15 14 11 0 40 245
3:30 - 3:45 8 64 6 0 78 22 82 23 0 127 7 8 16 0 31 13 19 17 0 49 285
3:45 - 4:00 22 70 6 0 98 17 89 24 0 130 9 16 14 0 39 17 13 13 0 43 310
4:00 - 4:15 14 38 6 0 58 18 94 25 0 137 10 21 10 0 41 13 11 19 0 43 279
4:15 - 4:30 15 42 4 0 61 10 90 28 0 128 10 19 16 0 45 15 13 19 0 47 281
4:30 - 4:45 14 36 4 0 54 15 81 28 0 124 6 16 10 0 32 15 10 17 0 42 252
4:45 - 5:00 16 40 7 0 63 14 101 23 0 138 6 13 15 0 34 18 16 10 0 44 279
5:00 - 5:15 21 53 3 0 77 14 82 25 0 121 6 14 16 0 36 23 19 15 0 57 291
5:15 - 5:30 10 48 4 0 62 17 97 24 0 138 3 35 16 0 54 23 15 13 0 51 305
5:30 - 5:45 15 61 0 0 76 24 91 12 0 127 7 17 4 0 28 19 9 15 0 43 274
5:45 - 6:00104040541886190123687021111915045243
3 Hr Totals 173 582 58 0 813 199 1024 267 0 1490 86 203 142 0 431 195 166 182 0 543 3277
1 Hr Totals
3:00 - 4:00 58 224 26 0 308 69 302 83 0 454 32 60 48 0 140 58 54 59 0 171 1073
3:15 - 4:15 56 213 25 0 294 74 326 94 0 494 37 66 53 0 156 58 57 60 0 175 1119
3:30 - 4:30 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155
3:45 - 4:45 65 186 20 0 271 60 354 105 0 519 35 72 50 0 157 60 47 68 0 175 1122
4:00 - 5:00 59 156 21 0 236 57 366 104 0 527 32 69 51 0 152 61 50 65 0 176 1091
4:15 - 5:15 66 171 18 0 255 53 354 104 0 511 28 62 57 0 147 71 58 61 0 190 1103
4:30 - 5:30 61 177 18 0 256 60 361 100 0 521 21 78 57 0 156 79 60 55 0 194 1127
4:45 - 5:45 62 202 14 0 278 69 371 84 0 524 22 79 51 0 152 83 59 53 0 195 1149
5:00 - 6:00 56 202 11 0 269 73 356 80 0 509 22 74 43 0 139 76 62 58 0 196 1113
PEAK HOUR
3:30 - 4:30 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 16, 2021 Tuesday
and: Route 672 (Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: US 11 on: US 11 on: on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15195100700191103000000706013113
6:15 - 6:301773009002716043000005013018151
6:30 - 6:452057007703390420000014027041160
6:45 - 7:0024720096039170560000017021038190
7:00 - 7:1531610092040130530000018022040185
7:15 - 7:30387000108045170620000024016040210
7:30 - 7:452991001200392406300000980160114297
7:45 - 8:00221000012203490430000073026099264
8:00 - 8:15169000106036200560000061022083245
8:15 - 8:301610200118023220450000049014063226
8:30 - 8:45429300135026100360000039016055226
8:45 - 9:0040840012404980570000039017056237
3 Hr Totals 314 944 0 0 1258 0 410 176 0 586 00000444021606602504
1 Hr Totals
6:00 - 7:008025300333011853017100000430670110614
6:15 - 7:159226300355013955019400000540830137686
6:30 - 7:3011326000373015756021300000730860159745
6:45 - 7:45122294004160163710234000001570750232882
7:00 - 8:00120322004420158630221000002130800293956
7:15 - 8:151053510045601547002240000025608003361016
7:30 - 8:30833830046601327502070000028107803591032
7:45 - 8:4596385004810119610180000002220780300961
8:00 - 9:00114369004830134600194000001880690257934
PEAK HOUR
7:30 - 8:30 833830046601327502070000028107803591032
PM
3:00 - 3:1529480077083140970000012026038212
3:15 - 3:3032410073076210970000015021036206
3:30 - 3:451763008001042401280000013034047255
3:45 - 4:0042700011201042501290000017024041282
4:00 - 4:153548008301122401360000013030043262
4:15 - 4:303556009101012601270000014036050268
4:30 - 4:45304600760962901250000013027040241
4:45 - 5:003053008301152201370000017025042262
5:00 - 5:153870001080972501220000023034057287
5:15 - 5:3045640010901162401400000023030053302
5:30 - 5:453265009701111301240000018024042263
5:45 - 6:001847006501061801240000011033044233
3 Hr Totals 383 671 0 0 1054 0 1221 265 0 1486 00000189034405333073
1 Hr Totals
3:00 - 4:00120222003420367840451000005701050162955
3:15 - 4:151262220034803969404900000058010901671005
3:30 - 4:301292370036604219905200000057012401811067
PHF 0.77 0.85 0.94 0.95 0.84 0.86
%T 10% 3% 5% 8% 9% 5%
3:45 - 4:4514222000362041310405170000057011701741053
4:00 - 5:0013020300333042410105250000057011801751033
4:15 - 5:1513322500358040910205110000067012201891058
4:30 - 5:3014323300376042410005240000076011601921092
4:45 - 5:451492520040104398405230000081011301941118
5:00 - 6:001332460037904308005100000075012101961085
PEAK HOUR
4:45 - 5:45 1452520039704398405230000081011301941114
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 NB On-Off Ramp Date: May 17, 2022 Tuesday
and: Route 672 (Hopewell Rd) Weather: Warm, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 NB On-Off Ramp on: I-81 NB On-Off Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:150000080201012490061010301384
6:15 - 6:300000011010128570065015401996
6:30 - 6:4500000290103014210035023402792
6:45 - 7:00000001711019162600420318039100
7:00 - 7:1500000100201216290045030223491
7:15 - 7:30000001806024203900590317038121
7:30 - 7:45000001908027253300580314035120
7:45 - 8:0000000151301912370049020602694
8:00 - 8:1500000162402210230033028603489
8:15 - 8:30000001601017103400440355040101
8:30 - 8:450000016050219310040030003091
8:45 - 9:000000090201112350047025603189
3 Hr Totals 0000018443602241644140057803095523661168
1 Hr Totals
6:00 - 7:00000006515071501530020307919098372
6:15 - 7:150000067150735413300187099182119379
6:30 - 7:30000007411008566115001810115212138404
6:45 - 7:45000006411708277127002040123212146432
7:00 - 8:00000006211908273138002110112192133426
7:15 - 8:15000006832109267132001990110230133424
7:30 - 8:30000006631608557127001840114210135404
7:45 - 8:45000006331307941125001660113170130375
8:00 - 9:00000005721207141123001640118170135370
PEAK HOUR
6:45 - 7:45 000006411708277127002040123212146432
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 SB Off-On Ramp Date: May 17, 2022 Tuesday
and: Route 672 (Hopewell Rd) Weather: Warm, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 SB Off-On Ramp on: I-81 SB Off-On Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:150050500000064605278001572
6:15 - 6:30401311800000055305886001490
6:30 - 6:454116021000000913022612001861
6:45 - 7:0015023038000000223025914002386
7:00 - 7:158019027000000924033716002383
7:15 - 7:3050200250000001329042619002592
7:30 - 7:45100180280000001330043215001788
7:45 - 8:0090140230000001523038312001576
8:00 - 8:155018023000000619025716002371
8:15 - 8:304017021000000828036522002784
8:30 - 8:4530140170000001026036416002073
8:45 - 9:0000120120000001720037719002675
3 Hr Totals 671189125800000011333404477117500246951
1 Hr Totals
6:00 - 7:002315718200000022135015730400070309
6:15 - 7:1531171110400000025113013830480078320
6:30 - 7:303217801110000003389012228610089322
6:45 - 7:4538080011800000037106014324640088349
7:00 - 8:0032071010300000050106015618620080339
7:15 - 8:152907009900000047101014818620080327
7:30 - 8:302806709500000042100014217650082319
7:45 - 8:45210630840000003996013519660085304
8:00 - 9:00120610730000004193013423730096303
PEAK HOUR
6:45 - 7:45 38080011800000037106014324640088349
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARYCounted by: VCUIntersection of: US 11 Date: May 17, 2022 Tuesdayand: Brucetown Rd-Hopewell Rd Weather: Warm, ClearLocation: Frederick County, Virginia Entered by: CK Star Rating: 3TOTALon: US 11 on: US 11 on: Brucetown Rd-Hopewell Rd on: Brucetown Rd-Hopewell Rd N + STIME+RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTALE + WAM6:00 - 6:15419610138210902111070182850151926:15 - 6:3047817013582790441850146940192126:30 - 6:45 12 78 4 0 94 6 18 10 0 34 5 13 9 0 27 13 18 9 0 40 1956:45 - 7:00 8 60 3 0 71 11 29 17 0 57 3 17 16 0 36 21 19 5 0 45 2097:00 - 7:15 15 59 5 0 79 6 34 14 0 54 4 17 9 0 30 18 7 4 0 29 1927:15 - 7:30 18 62 4 0 84 9 29 20 0 58 3 17 11 0 31 16 11 13 0 40 2137:30 - 7:45 17 69 2 0 88 6 27 20 0 53 7 18 17 0 42 16 15 9 0 40 2237:45 - 8:00 15 71 5 0 91 10 35 11 0 56 5 13 11 0 29 12 10 8 0 30 2068:00 - 8:15 5 43 5 0 53 9 25 9 0 43 5 12 10 0 27 20 7 13 0 40 1638:15 - 8:30 14 58 0 0 72 3 35 7 0 45 4 21 20 0 45 19 15 7 0 41 2038:30 - 8:45 13 57 5 0 75 6 39 7 0 52 4 13 14 0 31 22 5 11 0 38 1968:45 - 9:00 16 58 8 0 82 12 46 18 0 76 4 7 13 0 24 15 8 11 0 34 2163 Hr Totals221 792 49 0 1062 88 354 151 0 593 46 166 142 0 354 180 132 99 0 411 24201 Hr Totals6:00 - 7:00 108 315 15 0 438 27 84 45 0 156 10 48 37 0 95 42 54 23 0 119 8086:15 - 7:15 82 278 19 0 379 31 108 50 0 189 13 55 39 0 107 58 53 22 0 133 8086:30 - 7:30 53 259 16 0 328 32 110 61 0 203 15 64 45 0 124 68 55 31 0 154 8096:45 - 7:45 58 250 14 0 322 32 119 71 0 222 17 69 53 0 139 71 52 31 0 154 8377:00 - 8:00 65 261 16 0 342 31 125 65 0 221 19 65 48 0 132 62 43 34 0 139 8347:15 - 8:15 55 245 16 0 316 34 116 60 0 210 20 60 49 0 129 64 43 43 0 150 8057:30 - 8:30 51 241 12 0 304 28 122 47 0 197 21 64 58 0 143 67 47 37 0 151 7957:45 - 8:45 47 229 15 0 291 28 134 34 0 196 18 59 55 0 132 73 37 39 0 149 7688:00 - 9:00 48 216 18 0 282 30 145 41 0 216 17 53 57 0 127 76 35 42 0 153 778PEAK HOUR6:45 - 7:4558 250 14 0 322 32 119 71 0 222 17 69 53 0 139 71 52 31 0 154 837TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
CARS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: May 17, 2022 Tuesday
and: Route 672 (Brucetown Rd) Weather: Warm, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 132 1 0 133 10 15 0 25 1 14 0 15 0 173
6:15 - 6:30 127 3 0 130 18 29 0 47 0 12 0 12 0 189
6:30 - 6:45 85 2 0 87 18 25 0 43 4 19 0 23 0 153
6:45 - 7:00 66 2 0 68 24 30 0 54 2 28 0 30 0 152
7:00 - 7:15 67 5 0 72 11 36 0 47 4 23 0 27 0 146
7:15 - 7:30 77 4 0 81 17 37 0 54 3 26 0 29 0 164
7:30 - 7:45 80 2 0 82 13 34 0 47 7 31 0 38 0 167
7:45 - 8:00 81 5 0 86 17 36 0 53 5 20 0 25 0 164
8:00 - 8:15 45 3 0 48 12 33 0 45 6 21 0 27 0 120
8:15 - 8:30 70 0 0 70 13 33 0 46 5 38 0 43 0 159
8:30 - 8:45 68 5 0 73 8 46 0 54 4 21 0 25 0 152
8:45 - 9:00 66 7 0 73 18 52 0 70 4 17 0 21 0 164
3 Hr Totals 0 964 39 0 1003 179 406 0 0 585 45 0 270 0 315 0 0 0 0 0 1903
1 Hr Totals
6:00 - 7:00 0 410 8 0 418 70 99 0 0 169 7 0 73 0 80 0 0 0 0 0 667
6:15 - 7:15 0 345 12 0 357 71 120 0 0 191 10 0 82 0 92 0 0 0 0 0 640
6:30 - 7:30 0 295 13 0 308 70 128 0 0 198 13 0 96 0 109 0 0 0 0 0 615
6:45 - 7:45 0 290 13 0 303 65 137 0 0 202 16 0 108 0 124 0 0 0 0 0 629
7:00 - 8:00 0 305 16 0 321 58 143 0 0 201 19 0 100 0 119 0 0 0 0 0 641
7:15 - 8:15 0 283 14 0 297 59 140 0 0 199 21 0 98 0 119 0 0 0 0 0 615
7:30 - 8:30 0 276 10 0 286 55 136 0 0 191 23 0 110 0 133 0 0 0 0 0 610
7:45 - 8:45 0 264 13 0 277 50 148 0 0 198 20 0 100 0 120 0 0 0 0 0 595
8:00 - 9:00 0 249 15 0 264 51 164 0 0 215 19 0 97 0 116 0 0 0 0 0 595
PEAK HOUR
6:00 - 7:00 0 410 8 0 418 70 99 0 0 169 7 0 73 0 80 0 0 0 0 0 667
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARYCounted by: VCUIntersection of: US 11 Date: May 17, 2022 Tuesdayand: Route 672 (Hopewell Rd) Weather: Warm, ClearLocation: Frederick County, Virginia Entered by: CK Star Rating: 4TOTALon: US 11 on: US 11 on: on: Route 672 (Hopewell Rd) N + STIME+RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTALE + WAM6:00 - 6:15511030015401290210000020130151906:15 - 6:3055860014103690450000060140202066:30 - 6:452588001130231003300000130270401866:45 - 7:002576001010391705600000210240452027:00 - 7:153367001000401405400000190110301847:15 - 7:303573001080382005800000160240402067:30 - 7:453486001200332005300000160231402137:45 - 8:002882001100441105500000120170291948:00 - 8:1517530070034904300000200210411548:15 - 8:30347800112038704500000190210401978:30 - 8:4526710097046605200000220160381878:45 - 9:00237100940571807500000150190342033 Hr Totals386 934 0 0 1320 0 440 150 0 590000001810230141223221 Hr Totals6:00 - 7:00156353005090110450155000004207801207846:15 - 7:15138317004550138500188000005907601357786:30 - 7:30118304004220140610201000006908601557786:45 - 7:4512730200429015071022100000720821155805PHF 0.91 0.88 0.94 0.89 0.86 0.85%T 14.2% 6.0% 10.0% 9.9% 2.8% 23.2%7:00 - 8:00130308004380155650220000006307511397977:15 - 8:15114294004080149600209000006408511507677:30 - 8:30113299004120149470196000006708211507587:45 - 8:45105284003890162330195000007307501487328:00 - 9:0010027300373017540021500000760770153741PEAK HOUR6:45 - 7:4512730200429015071022100000720821155805TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
12:00 - 12:15000000000000000000000
12:15 - 12:30000000000000000000000
12:30 - 12:45000000000000000000000
12:45 - 1:00000000000000000000000
1:00 - 1:15000000000000000000000
1:15 - 1:30000000000000000000000
1:30 - 1:45000000000000000000000
1:45 - 2:00000000000000000000000
2:00 - 2:15100010000000000000001
2:15 - 2:30000000000000000000000
2:30 - 2:45000000000000000000000
2:45 - 3:00000000000000000000000
3:00 - 3:15000000000000000000000
3:15 - 3:30000000000000000000000
3:30 - 3:45000000000000000000000
3:45 - 4:00000000000000000001011
4:00 - 4:15100010000000000000001
4:15 - 4:30000000000000000000000
4:30 - 4:45020020000000000000002
4:45 - 5:00000000000000000000000
5:00 - 5:15110020100100000000003
5:15 - 5:30010010100100000000002
5:30 - 5:45100010010100000000002
5:45 - 6:00000000000000000000000
6:00 - 6:15010010000000000000001
6:15 - 6:30000000000000000000000
6:30 - 6:45000000000000000200022
6:45 - 7:00000000000000000100011
7:00 - 7:15000000030300000100014
7:15 - 7:30000000020200000000002
7:30 - 7:45010010020200000000003
7:45 - 8:00010010000000000000001
8:00 - 8:15000000020200000000002
8:15 - 8:30010010000000000100012
8:30 - 8:45000000140500000000005
8:45 - 9:00010010000000000100012
9:00 - 9:15000000000000000100011
9:15 - 9:30100010200200000100014
9:30 - 9:45010010010100000000002
9:45 - 10:00000000100100000000001
10:00 - 10:15200020000000000100013
10:15 - 10:30010010000000000000001
10:30 - 10:45000000000000000001011
10:45 - 11:00100010000000000000001
11:00 - 11:15100010000000000002023
11:15 - 11:30020020000000000000002
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
12:00 - 12:15000000100100000000001
12:15 - 12:30000000120300000000003
12:30 - 12:45000000120300000100014
12:45 - 1:00010010010100000000002
1:00 - 1:15010010000000000100012
1:15 - 1:30000000010100000000001
1:30 - 1:45010010000000000200134
1:45 - 2:00000000200200000001013
2:00 - 2:15010010100100000000002
2:15 - 2:30000000010100000001012
2:30 - 2:45000000020200000000002
2:45 - 3:00000000100100000200023
3:00 - 3:15000000100100000000001
3:15 - 3:30010010000000000000001
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:30 - 3:45000000110200000000002
3:45 - 4:00000000000000000200022
4:00 - 4:15010010230500000100017
4:15 - 4:30010010100100000100013
4:30 - 4:45110020100100000102147
4:45 - 5:00100010100100000000002
5:00 - 5:15010010000000000100012
5:15 - 5:30030030210300000000006
5:30 - 5:45020020120300000100016
5:45 - 6:00020020100100000100014
6:00 - 6:15010010030300000101026
6:15 - 6:30000000010100000001012
6:30 - 6:45010010010100000300035
6:45 - 7:00110020000000000000002
7:00 - 7:15000000110200000000002
7:15 - 7:30010010000000000001012
7:30 - 7:45110020000000000002024
7:45 - 8:00000000320500000000005
8:00 - 8:15010010100100000001013
8:15 - 8:30010010210300000100015
8:30 - 8:45000000010100000000001
8:45 - 9:00020020000000000100013
9:00 - 9:15000000000000000000000
9:15 - 9:30000000000000000000000
9:30 - 9:45100010300300000000004
9:45 - 10:00000000000000000000000
10:00 - 10:15000000000000000000000
10:15 - 10:30000000000000000000000
10:30 - 10:45010010000000000000001
10:45 - 11:00000000000000000001011
11:00 - 11:15000000000000000000000
11:15 - 11:30000000000000000000000
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
24 Hr Totals 9290053023370750000027010246174
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
1 Hr Totals
12:00 - 1:00000000000000000000000
12:15 - 1:15000000000000000000000
12:30 - 1:30000000000000000000000
12:45 - 1:45000000000000000000000
1:00 - 2:00000000000000000000000
1:15 - 2:15100010000000000000001
1:30 - 2:30100010000000000000001
1:45 - 2:45100010000000000000001
2:00 - 3:00100010000000000000001
2:15 - 3:15000000000000000000000
2:30 - 3:30000000000000000000000
2:45 - 3:45000000000000000000000
3:00 - 4:00000000000000000001011
3:15 - 4:15100010000000000001012
3:30 - 4:30100010000000000001012
3:45 - 4:45120030000000000001014
4:00 - 5:00120030000000000000003
4:15 - 5:15130040100100000000005
4:30 - 5:30140050200200000000007
4:45 - 5:45220040210300000000007
5:00 - 6:00220040210300000000007
5:15 - 6:15120030110200000000005
5:30 - 6:30110020010100000000003
5:45 - 6:45010010000000000200023
6:00 - 7:00010010000000000300034
6:15 - 7:15000000030300000400047
6:30 - 7:30000000050500000400049
6:45 - 7:450100100707000002000210
7:00 - 8:000200200707000001000110
7:15 - 8:15020020060600000000008
7:30 - 8:30030030040400000100018
7:45 - 8:450200201607000001000110
8:00 - 9:000200201607000002000211
8:15 - 9:150200201405000003000310
8:30 - 9:301100203407000003000312
8:45 - 9:45120030210300000300039
9:00 - 10:00110020310400000200028
9:15 - 10:153100403104000002000210
9:30 - 10:30220040110200000100017
9:45 - 10:45210030100100000101026
10:00 - 11:00310040000000000101026
10:15 - 11:15210030000000000003036
10:30 - 11:30220040000000000003037
10:45 - 11:45220040000000000002026
11:00 - 12:00120030000000000002025
11:15 - 12:15020020100100000000003
11:30 - 12:30000000220400000000004
11:45 - 12:45000000340700000100018
12:00 - 1:000100103508000001000110
12:15 - 1:150200202507000002000211
12:30 - 1:30020020140500000200029
12:45 - 1:45030030020200000300149
1:00 - 2:000200202103000003011510
1:15 - 2:150200203104000002011410
1:30 - 2:300200203104000002021511
1:45 - 2:45010010330600000002029
2:00 - 3:00010010230500000201039
2:15 - 3:15000000230500000201038
2:30 - 3:30010010220400000200027
2:45 - 3:45010010310400000200027
3:00 - 4:00010010210300000200026
3:15 - 4:150200203407000003000312
3:30 - 4:300200204408000004000414
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:45 - 4:451300404307000005021819
4:00 - 5:002300505308000003021619
4:15 - 5:152300503003000003021614
4:30 - 5:302500704105000002021517
4:45 - 5:451600704307000002000216
5:00 - 6:000800804307000003000318
5:15 - 6:1508008046010000003010422
5:30 - 6:300500502608000003020518
5:45 - 6:450400401506000005020717
6:00 - 7:001300400505000004020615
6:15 - 7:151200301304000003010411
6:30 - 7:301300401203000003010411
6:45 - 7:452300501102000000030310
7:00 - 8:001200304307000000030313
7:15 - 8:151300404206000000040414
7:30 - 8:301300406309000001030417
7:45 - 8:4502002064010000001010214
8:00 - 9:000400403205000002010312
8:15 - 9:15030030220400000200029
8:30 - 9:30020020010100000100014
8:45 - 9:45120030300300000100017
9:00 - 10:00100010300300000000004
9:15 - 10:15100010300300000000004
9:30 - 10:30100010300300000000004
9:45 - 10:45010010000000000000001
10:00 - 11:00010010000000000001012
10:15 - 11:15010010000000000001012
10:30 - 11:30010010000000000001012
10:45 - 11:45000000000000000001011
11:00 - 12:00000000000000000000000
PEAK HOUR
8:30 - 9:30 1100203407000003000312
5:15 - 6:15 08008046010000003010422
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
12:00 - 12:15000000000000000000000
12:15 - 12:30000000000000000000000
12:30 - 12:45000000000000000000000
12:45 - 1:00000000000000000000000
1:00 - 1:15000000000000000000000
1:15 - 1:30000000000000000000000
1:30 - 1:45000000000000000000000
1:45 - 2:00000000000000000000000
2:00 - 2:15000000000000000000000
2:15 - 2:30000000000000000000000
2:30 - 2:45000000000000000000000
2:45 - 3:00000000000000000000000
3:00 - 3:15000000000000000000000
3:15 - 3:30000000000000000000000
3:30 - 3:45000000000000000000000
3:45 - 4:00000000000000000000000
4:00 - 4:15000000000000000000000
4:15 - 4:30000000000000000000000
4:30 - 4:45000000000000000000000
4:45 - 5:00000000000000000000000
5:00 - 5:15000000000001001100012
5:15 - 5:30000000000001001000001
5:30 - 5:45000000000001001000001
5:45 - 6:00000000000000000000000
6:00 - 6:15000000000000000100011
6:15 - 6:30000000000000000000000
6:30 - 6:45000000000000000000000
6:45 - 7:00000000000000000000000
7:00 - 7:15000000000003003100014
7:15 - 7:30000000000002103000003
7:30 - 7:45000000000000101000001
7:45 - 8:00000000000000000000000
8:00 - 8:15000000000001001000001
8:15 - 8:30000000000000000000000
8:30 - 8:45000000000005005000005
8:45 - 9:00000000000000101000001
9:00 - 9:15000000000000000000000
9:15 - 9:30000000000002002000002
9:30 - 9:45000000000000000000000
9:45 - 10:00000000000001001000001
10:00 - 10:15000000000000000000000
10:15 - 10:30000000000000000000000
10:30 - 10:45000000000000000000000
10:45 - 11:00000000000000000000000
11:00 - 11:15000000000000000000000
11:15 - 11:30000000000000000000000
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
12:00 - 12:15000000010100000000001
12:15 - 12:30000000000003003000003
12:30 - 12:45000000010102002000003
12:45 - 1:00000000010100000000001
1:00 - 1:15000000000000000000000
1:15 - 1:30000000000001102000002
1:30 - 1:45000000000000000000000
1:45 - 2:00000000000002002000002
2:00 - 2:15000000000001001000001
2:15 - 2:30000000000001001000001
2:30 - 2:45000000000002103000003
2:45 - 3:00000000000001001000001
3:00 - 3:15000000000001102000002
3:15 - 3:30000000000000000000000
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:30 - 3:45000000010101001000002
3:45 - 4:00000000000000000000000
4:00 - 4:15000000010103003000004
4:15 - 4:30000000000001001100012
4:30 - 4:45000000000001001100012
4:45 - 5:00000000010100000000001
5:00 - 5:15000000000000000000000
5:15 - 5:30000000010102204000005
5:30 - 5:45000000010102002100014
5:45 - 6:00000000000001102000002
6:00 - 6:15000000000003003100014
6:15 - 6:30000000000001001000001
6:30 - 6:45000000000001001000001
6:45 - 7:00000000000000000000000
7:00 - 7:15000000000002002000002
7:15 - 7:30000000000000000100011
7:30 - 7:45000000000000000000000
7:45 - 8:00000000020203003000005
8:00 - 8:15000000000001001000001
8:15 - 8:30000000000003003000003
8:30 - 8:45000000010100000000001
8:45 - 9:00000000000000000000000
9:00 - 9:15000000000000101000001
9:15 - 9:30000000000000000000000
9:30 - 9:45000000000003003000003
9:45 - 10:00000000000000000000000
10:00 - 10:15000000000000000000000
10:15 - 10:30000000000000000000000
10:30 - 10:45000000000000000000000
10:45 - 11:00000000000000000000000
11:00 - 11:15000000000000000000000
11:15 - 11:30000000000000000000000
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
24 Hr Totals 0000000801104790697000888
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
1 Hr Totals
12:00 - 1:00000000000000000000000
12:15 - 1:15000000000000000000000
12:30 - 1:30000000000000000000000
12:45 - 1:45000000000000000000000
1:00 - 2:00000000000000000000000
1:15 - 2:15000000000000000000000
1:30 - 2:30000000000000000000000
1:45 - 2:45000000000000000000000
2:00 - 3:00000000000000000000000
2:15 - 3:15000000000000000000000
2:30 - 3:30000000000000000000000
2:45 - 3:45000000000000000000000
3:00 - 4:00000000000000000000000
3:15 - 4:15000000000000000000000
3:30 - 4:30000000000000000000000
3:45 - 4:45000000000000000000000
4:00 - 5:00000000000000000000000
4:15 - 5:15000000000001001100012
4:30 - 5:30000000000002002100013
4:45 - 5:45000000000003003100014
5:00 - 6:00000000000003003100014
5:15 - 6:15000000000002002100013
5:30 - 6:30000000000001001100012
5:45 - 6:45000000000000000100011
6:00 - 7:00000000000000000100011
6:15 - 7:15000000000003003100014
6:30 - 7:30000000000005106100017
6:45 - 7:45000000000005207100018
7:00 - 8:00000000000005207100018
7:15 - 8:15000000000003205000005
7:30 - 8:30000000000001102000002
7:45 - 8:45000000000006006000006
8:00 - 9:00000000000006107000007
8:15 - 9:15000000000005106000006
8:30 - 9:30000000000007108000008
8:45 - 9:45000000000002103000003
9:00 - 10:00000000000003003000003
9:15 - 10:15000000000003003000003
9:30 - 10:30000000000001001000001
9:45 - 10:45000000000001001000001
10:00 - 11:00000000000000000000000
10:15 - 11:15000000000000000000000
10:30 - 11:30000000000000000000000
10:45 - 11:45000000000000000000000
11:00 - 12:00000000000000000000000
11:15 - 12:15000000010100000000001
11:30 - 12:30000000010103003000004
11:45 - 12:45000000020205005000007
12:00 - 1:00000000030305005000008
12:15 - 1:15000000020205005000007
12:30 - 1:30000000020203104000006
12:45 - 1:45000000010101102000003
1:00 - 2:00000000000003104000004
1:15 - 2:15000000000004105000005
1:30 - 2:30000000000004004000004
1:45 - 2:45000000000006107000007
2:00 - 3:00000000000005106000006
2:15 - 3:15000000000005207000007
2:30 - 3:30000000000004206000006
2:45 - 3:45000000010103104000005
3:00 - 4:00000000010102103000004
3:15 - 4:15000000020204004000006
3:30 - 4:30000000020205005100018
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:45 - 4:45000000010105005200028
4:00 - 5:00000000020205005200029
4:15 - 5:15000000010102002200025
4:30 - 5:30000000020203205100018
4:45 - 5:450000000303042061000110
5:00 - 6:000000000202053081000111
5:15 - 6:1500000002020830112000215
5:30 - 6:300000000101071082000211
5:45 - 6:45000000000006107100018
6:00 - 7:00000000000005005100016
6:15 - 7:15000000000004004000004
6:30 - 7:30000000000003003100014
6:45 - 7:45000000000002002100013
7:00 - 8:00000000020205005100018
7:15 - 8:15000000020204004100017
7:30 - 8:30000000020207007000009
7:45 - 8:450000000303070070000010
8:00 - 9:00000000010104004000005
8:15 - 9:15000000010103104000005
8:30 - 9:30000000010100101000002
8:45 - 9:45000000000003104000004
9:00 - 10:00000000000003104000004
9:15 - 10:15000000000003003000003
9:30 - 10:30000000000003003000003
9:45 - 10:45000000000000000000000
10:00 - 11:00000000000000000000000
10:15 - 11:15000000000000000000000
10:30 - 11:30000000000000000000000
10:45 - 11:45000000000000000000000
11:00 - 12:00000000000000000000000
PEAK HOUR
8:30 - 9:30 000000000007108000008
5:15 - 6:15 00000002020830112000215
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 18, 2021 Thursday
and: Route 669 (Woodbine Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Route 669 (Woodbine Rd) on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:1502910301210022302050000057
6:15 - 6:3004310445210026009090000079
6:30 - 6:4505620584300034007070000099
6:45 - 7:00 0 68 3 0 71 11 23 0 0 34 3 0 11 0 14 0 0 0 0 0 119
7:00 - 7:15047104842600304090130000091
7:15 - 7:300702072153700522070900000133
7:30 - 7:45 0 80 1 0 81 0 31 0 0 31 2 0 11 0 13 0 0 0 0 0 125
7:45 - 8:00073507823100330090900000120
8:00 - 8:15 0 52 2 0 54 2 24 0 0 26 4 0 11 0 15 0 0 0 0 0 95
8:15 - 8:300505055535004030701000000105
8:30 - 8:450612063129003030701000000103
8:45 - 9:0003720396370043207090000091
3 Hr Totals 0 666 27 0 693 56 345 0 0 401 26 0 97 0 123 0 0 0 0 0 1217
1 Hr Totals
6:00 - 7:00 0 196 7 0 203 21 95 0 0 116 6 0 29 0 35 0 0 0 0 0 354
6:15 - 7:15 0 214 7 0 221 24 100 0 0 124 7 0 36 0 43 0 0 0 0 0 388
6:30 - 7:30 0 241 8 0 249 34 116 0 0 150 9 0 34 0 43 0 0 0 0 0 442
6:45 - 7:45 0 265 7 0 272 30 117 0 0 147 11 0 38 0 49 0 0 0 0 0 468
7:00 - 8:00 0 270 9 0 279 21 125 0 0 146 8 0 36 0 44 0 0 0 0 0 469
7:15 - 8:15 0 275 10 0 285 19 123 0 0 142 8 0 38 0 46 0 0 0 0 0 473
7:30 - 8:30 0 255 13 0 268 9 121 0 0 130 9 0 38 0 47 0 0 0 0 0 445
7:45 - 8:45 0 236 14 0 250 10 119 0 0 129 10 0 34 0 44 0 0 0 0 0 423
8:00 - 9:00 0 200 11 0 211 14 125 0 0 139 12 0 32 0 44 0 0 0 0 0 394
PEAK HOUR
7:15 - 8:15 0 275 10 0 285 19 123 0 0 142 8 0 38 0 46 0 0 0 0 0 473
PM
3:00 - 3:1503640401174008560501100000136
3:15 - 3:30031303496600752040600000115
3:30 - 3:45 0 37 2 0 39 8 86 0 0 94 5 0 10 0 15 0 0 0 0 0 148
3:45 - 4:00047405141020010640801200000169
4:00 - 4:1505140558110001184040800000181
4:15 - 4:300554059698001042050700000170
4:30 - 4:4506030637106001131040500000181
4:45 - 5:0006240665106001111020300000180
5:00 - 5:1504610477106001131040500000165
5:15 - 5:3004630493101001043040700000160
5:30 - 5:450547061111160012740601000000198
5:45 - 6:0006050651487001015000500000171
3 Hr Totals 0 585 44 0 629 93 1158 0 0 1251 38 0 56 0 94 0 0 0 0 0 1974
1 Hr Totals
3:00 - 4:00 0 151 13 0 164 32 328 0 0 360 17 0 27 0 44 0 0 0 0 0 568
3:15 - 4:15 0 166 13 0 179 29 364 0 0 393 15 0 26 0 41 0 0 0 0 0 613
3:30 - 4:30 0 190 14 0 204 26 396 0 0 422 15 0 27 0 42 0 0 0 0 0 668
3:45 - 4:45 0 213 15 0 228 25 416 0 0 441 11 0 21 0 32 0 0 0 0 0 701
4:00 - 5:00 0 228 15 0 243 26 420 0 0 446 8 0 15 0 23 0 0 0 0 0 712
4:15 - 5:15 0 223 12 0 235 25 416 0 0 441 5 0 15 0 20 0 0 0 0 0 696
4:30 - 5:30 0 214 11 0 225 22 419 0 0 441 6 0 14 0 20 0 0 0 0 0 686
4:45 - 5:45 0 208 15 0 223 26 429 0 0 455 9 0 16 0 25 0 0 0 0 0 703
5:00 - 6:00 0 206 16 0 222 35 410 0 0 445 13 0 14 0 27 0 0 0 0 0 694
PEAK HOUR
4:00 - 5:00 0 228 15 0 243 26 420 0 0 446 8 0 15 0 23 0 0 0 0 0 712
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 18, 2021 Thursday
and: Amazon Entrance - Route 669 (Rest Church Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Amazon Entrance on: Route 669 (Rest Church Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 51 46 13 0 110 0 16 12 0 28 2 8 3 0 13 8 16 15 0 39 190
6:15 - 6:30 63 52 19 0 134 4 13 11 0 28 6 10 4 0 20 7 24 17 0 48 230
6:30 - 6:45 78 48 19 0 145 3 20 8 0 31 7 15 2 0 24 16 33 16 0 65 265
6:45 - 7:00 91 67 26 0 184 6 14 9 0 29 7 19 6 0 32 8 57 23 0 88 333
7:00 - 7:15 84 42 28 0 154 6 17 8 0 31 8 25 3 0 36 10 41 15 0 66 287
7:15 - 7:30 79 56 29 0 164 5 20 10 0 35 7 24 9 0 40 16 48 18 0 82 321
7:30 - 7:45 135 68 24 0 227 0 24 18 0 42 11 27 3 0 41 13 18 26 0 57 367
7:45 - 8:00 80 71 13 0 164 2 24 6 0 32 9 9 2 0 20 22 12 13 0 47 263
8:00 - 8:15 62 38 14 0 114 1 24 8 0 33 6 13 7 0 26 14 11 31 0 56 229
8:15 - 8:30 56 44 17 0 117 0 24 12 0 36 12 14 4 0 30 13 17 24 0 54 237
8:30 - 8:45 61 64 16 0 141 2 18 11 0 31 11 15 1 0 27 8 14 14 0 36 235
8:45 - 9:00 42 31 18 0 91 1 35 7 0 43 11 16 1 0 28 7 10 19 0 36 198
3 Hr Totals 882 627 236 0 1745 30 249 120 0 399 97 195 45 0 337 142 301 231 0 674 3155
1 Hr Totals
6:00 - 7:00 283 213 77 0 573 13 63 40 0 116 22 52 15 0 89 39 130 71 0 240 1018
6:15 - 7:15 316 209 92 0 617 19 64 36 0 119 28 69 15 0 112 41 155 71 0 267 1115
6:30 - 7:30 332 213 102 0 647 20 71 35 0 126 29 83 20 0 132 50 179 72 0 301 1206
6:45 - 7:45 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308
7:00 - 8:00 378 237 94 0 709 13 85 42 0 140 35 85 17 0 137 61 119 72 0 252 1238
7:15 - 8:15 356 233 80 0 669 8 92 42 0 142 33 73 21 0 127 65 89 88 0 242 1180
7:30 - 8:30 333 221 68 0 622 3 96 44 0 143 38 63 16 0 117 62 58 94 0 214 1096
7:45 - 8:45 259 217 60 0 536 5 90 37 0 132 38 51 14 0 103 57 54 82 0 193 964
8:00 - 9:00 221 177 65 0 463 4 101 38 0 143 40 58 13 0 111 42 52 88 0 182 899
PEAK HOUR
6:45 - 7:45 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308
PM
3:00 - 3:15 38 28 7 0 73 0 56 12 0 68 15 25 3 0 43 15 7 50 0 72 256
3:15 - 3:30 47 31 5 0 83 0 62 17 0 79 15 10 2 0 27 16 12 56 0 84 273
3:30 - 3:45 57 35 10 0 102 1 68 24 0 93 15 12 2 0 29 15 11 77 0 103 327
3:45 - 4:00 56 44 12 0 112 4 78 20 0 102 26 18 6 0 50 11 20 87 0 118 382
4:00 - 4:15 47 38 11 0 96 1 96 24 0 121 23 19 6 0 48 20 16 53 0 89 354
4:15 - 4:30 44 48 9 0 101 1 82 15 0 98 16 15 5 0 36 14 12 86 0 112 347
4:30 - 4:45 57 41 11 0 109 1 81 18 0 100 12 29 3 0 44 17 9 87 0 113 366
4:45 - 5:00 57 60 11 0 128 1 98 19 0 118 12 14 1 0 27 14 18 59 0 91 364
5:00 - 5:15 56 34 10 0 100 5 81 14 0 100 21 19 7 0 47 15 19 78 0 112 359
5:15 - 5:30 56 39 5 0 100 2 89 18 0 109 24 13 5 0 42 16 24 100 0 140 391
5:30 - 5:45 54 62 14 0 130 2 90 12 0 104 25 50 11 0 86 12 24 74 0 110 430
5:45 - 6:00 45 51 20 0 116 0 92 16 0 108 20 19 4 0 43 11 47 69 0 127 394
3 Hr Totals 614 511 125 0 1250 18 973 209 0 1200 224 243 55 0 522 176 219 876 0 1271 4243
1 Hr Totals
3:00 - 4:00 198 138 34 0 370 5 264 73 0 342 71 65 13 0 149 57 50 270 0 377 1238
3:15 - 4:15 207 148 38 0 393 6 304 85 0 395 79 59 16 0 154 62 59 273 0 394 1336
3:30 - 4:30 204 165 42 0 411 7 324 83 0 414 80 64 19 0 163 60 59 303 0 422 1410
3:45 - 4:45 204 171 43 0 418 7 337 77 0 421 77 81 20 0 178 62 57 313 0 432 1449
4:00 - 5:00 205 187 42 0 434 4 357 76 0 437 63 77 15 0 155 65 55 285 0 405 1431
4:15 - 5:15 214 183 41 0 438 8 342 66 0 416 61 77 16 0 154 60 58 310 0 428 1436
4:30 - 5:30 226 174 37 0 437 9 349 69 0 427 69 75 16 0 160 62 70 324 0 456 1480
4:45 - 5:45 223 195 40 0 458 10 358 63 0 431 82 96 24 0 202 57 85 311 0 453 1544
5:00 - 6:00 211 186 49 0 446 9 352 60 0 421 90 101 27 0 218 54 114 321 0 489 1574
PEAK HOUR
5:00 - 6:00 211 186 49 0 446 9 352 60 0 421 90 101 27 0 218 54 114 321 0 489 1574
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 SB Off-On Ramp - I-81 SB On Ramp Date: November 18, 2021 Thursday
and: Route 669 (Rest Church Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 SB Off-On Ramp on: I-81 SB On Ramp on: Route 669 (Rest Church Rd) on: Route 669 (Rest Church Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:151714022000000144806227160043127
6:15 - 6:3016011027000000206608624210045158
6:30 - 6:4515025040000000117408529260055180
6:45 - 7:00250280530000002686011222200042207
7:00 - 7:15240250490000002281010329290058210
7:15 - 7:30250230480000003378111241220063223
7:30 - 7:452201203400000033119015238280066252
7:45 - 8:00220130350000002683111034350069214
8:00 - 8:1515018033000000316409535220057185
8:15 - 8:301819028000000255818428360064176
8:30 - 8:4517014031000000295608533270060176
8:45 - 9:002619036000000344207623260049161
3 Hr Totals 2423191043600000030485531162 363 308 0 0 671 2269
1 Hr Totals
6:00 - 7:007316801420000007127403451028300185672
6:15 - 7:158008901690000007930703861049600200755
6:30 - 7:3089010101900000009231914121219700218820
6:45 - 7:4596088018400000011436414791309900229892
7:00 - 8:00930730166000000114361247714211400256899
7:15 - 8:15840660150000000123344246914810700255874
7:30 - 8:30771520130000000115324244113512100256827
7:45 - 8:45721540127000000111261237413012000250751
8:00 - 9:00762500128000000119220134011911100230698
PEAK HOUR
7:00 - 8:00 930730166000000114361247714211400256899
PM
3:00 - 3:1522017039000000384107928340062180
3:15 - 3:3034015049000000374318123360059189
3:30 - 3:4524019043000000444819328390067203
3:45 - 4:0029119049000000504209225350060201
4:00 - 4:1526014040000000474509240510091223
4:15 - 4:3015015030000000394808720360056173
4:30 - 4:4528119048000000365308923450068205
4:45 - 5:0022218042000000455109623490173211
5:00 - 5:1528015043000000464809425380063200
5:15 - 5:30290160450000004061010113520065211
5:30 - 5:45260190450000004164010528540082232
5:45 - 6:0029123053000000275608329340063199
3 Hr Totals 3125209052600000049060021092 305 503 0 1 809 2427
1 Hr Totals
3:00 - 4:001091700180000000169174234510414400248773
3:15 - 4:151131670181000000178178235811616100277816
3:30 - 4:30941670162000000180183136411316100274800
3:45 - 4:45982670167000000172188036010816700275802
4:00 - 5:00913660160000000167197036410618101288812
4:15 - 5:1593367016300000016620003669116801260789
4:30 - 5:30107368017800000016721303808418401269827
4:45 - 5:45105268017500000017222403968919301283854
5:00 - 6:00112173018600000015422903839517800273842
PEAK HOUR
4:45 - 5:45 105268017500000017222403968919301283854
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 NB On Ramp - I-81 NB Off Ramp Date: November 18, 2021 Thursday
and: Route 669 (Rest Church Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 3
TOTAL
on: I-81 NB On Ramp on: I-81 NB Off Ramp on: Route 669 (Rest Church Rd) on: Route 669 (Rest Church Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:150000027014041156300780114015134
6:15 - 6:30000003148043107800880204024155
6:30 - 6:450000040060461578009303115046185
6:45 - 7:00000004511426219980011703719056235
7:00 - 7:15000003701405130910012103714051223
7:15 - 7:30000004911827021940011502916045230
7:30 - 7:450000028012141301570018703212044272
7:45 - 8:00000002109030891009902919048177
8:00 - 8:150000026123050107500850308038173
8:15 - 8:3000000271132431070008003017047170
8:30 - 8:4500000100190292269009102516041161
8:45 - 9:0000000220301531252006402017037154
3 Hr Totals 00000363818085592021016 0 0 1218 0 331 161 0 492 2269
1 Hr Totals
6:00 - 7:000000014354221925931700376099420141709
6:15 - 7:1500000153542220274345004190125520177798
6:30 - 7:3000000171252422985361004460134640198873
6:45 - 7:45000001592585224100440005400135610196960
7:00 - 8:0000000135153319289433005220127610188902
7:15 - 8:1500000124262319169417004860120550175852
7:30 - 8:3000000102257316458393004510121560177792
7:45 - 8:450000084264215250305003550114600174681
8:00 - 9:000000085285317554266003200105580163658
PEAK HOUR
6:45 - 7:45 000001592585224100440005400135610196960
PM
3:00 - 3:1500000450260712155007602724051198
3:15 - 3:3000000511231761759007603319052204
3:30 - 3:4500000640250891965008403923062235
3:45 - 4:00000008512801142966009502725052261
4:00 - 4:1500000500320822767009403919058234
4:15 - 4:3000000730240971861007903819057233
4:30 - 4:45000007602701032573009804123165266
4:45 - 5:000000052126685167601930457052230
5:00 - 5:15000007412801032368009103219051245
5:15 - 5:30000009012601171772008904920069275
5:30 - 5:450000074027010131920012304232074298
5:45 - 6:00000008301801012160008104016056238
3 Hr Totals 00000817531071139 264 814 0 1 1079 0 452 246 1 699 2917
1 Hr Totals
3:00 - 4:00000002452102135086245003310126910217898
3:15 - 4:15000002502108136192257003490138860224934
3:30 - 4:30000002721109038293259003520143860229963
3:45 - 4:45000002841111039699267003660145861232994
4:00 - 5:00000002511109636786277013640163681232963
4:15 - 5:15000002752105638882278013610156681225974
4:30 - 5:300000029231076408812890137101676912371016
4:45 - 5:450000029031076406873080139601687802461048
5:00 - 6:00000003212990422922920038401638702501056
PEAK HOUR
5:00 - 6:00 000003212990422922920038401638702501056
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: Amazon Entrance Date: November 18, 2021 Thursday
and: Route 669 (Woodbine Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: Amazon Entrance on: on: Route 669 (Woodbine Rd) on: Route 669 (Woodbine Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:153030600000240060210315
6:15 - 6:304020600000070070430720
6:30 - 6:45101020000021000120120317
6:45 - 7:004020600000410001408601434
7:00 - 7:15200020000081000180320525
7:15 - 7:303000300000470011021501731
7:30 - 7:45402060000071000170000023
7:45 - 8:0060401000000350080330624
8:00 - 8:15502070000011000110310422
8:15 - 8:306020800000240170610722
8:30 - 8:454010500000130040320514
8:45 - 9:006000600000140050610718
3 Hr Totals 480190670000035840112004137078265
1 Hr Totals
6:00 - 7:0012080200000083100390151202786
6:15 - 7:15110501600000143700510161302996
6:30 - 7:301003013000001837005501425039107
6:45 - 7:451304017000002337006001323036113
7:00 - 8:00150602100000223200540820028103
7:15 - 8:15180802600000153200470819027100
7:30 - 8:30210100310000013290143012501791
7:45 - 8:452109030000007220130015702282
8:00 - 9:002105026000005210127018502376
PEAK HOUR
6:45 - 7:45 1304017000002337006001323036113
PM
3:00 - 3:15301040000015006010401424
3:15 - 3:3010405000002500709301224
3:30 - 3:45303060000021500170620831
3:45 - 4:0060208000004700110530827
4:00 - 4:1520204000002800100900923
4:15 - 4:3030104000001600708201021
4:30 - 4:4530407000003100409101021
4:45 - 5:0010203000003400706401020
5:00 - 5:1570501200000430070610726
5:15 - 5:304040800000630090600623
5:30 - 5:45701080000045009011501633
5:45 - 6:00205070000032005061201830
3 Hr Totals 420340760000035640099091370128303
1 Hr Totals
3:00 - 4:001301002300000932004103012042106
3:15 - 4:151201102300000103500450298037105
3:30 - 4:3014080220000093600450287035102
3:45 - 4:4514090230000010220032031603792
4:00 - 5:00909018000009190028032703985
4:15 - 5:15140120260000011140025029803788
4:30 - 5:30150150300000016110027027603390
4:45 - 5:4519012031000001715003202910039102
5:00 - 6:0020015035000001713003002918047112
PEAK HOUR
5:00 - 6:00 20015035000001713003002918047112
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
Appendix C
Travel Time Run Data
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 03:45 1 06:09
2 03:36 2 06:50
3 03:42 3 07:29
4 03:41 4 07:21
5 03:33 5 06:57
Average 03:39 Average 06:57
From: Int. John Deere Ct &
Grace Ch RD (Rte 668)
To: Int. Route 11 & Brucetown Rd
(Rte 672)
From: Int. John Deere Ct &
Grace Ch RD (Rte 668)
To: Int. I-81 SB & Hopewell Rd
(Rte 672)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
Figure C-1
September 2022
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 04:17 1 04:57
2 04:20 2 04:57
3 04:30 3 05:48
4 04:57 4 05:39
5 05:13 5 05:50
Average 04:39 Average 05:26
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Brucetown Rd
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Brucetown Rd
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int Route 11 & Hopewell Rd
(Rte 672)
From: Int I-81 SB & Hopewell Rd
(Rte 672)
Figure C-2
September 2022
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 06:05 1 06:45
2 05:28 2 06:05
3 05:13 3 06:31
4 05:13 4 05:55
5 06:01 5 06:38
Average 05:36 Average 06:23
9/14/2022
From: Int Route 11 & Hopewell Rd
(Rte 672)
From: Int I-81 SB & Hopewell Rd
(Rte 672)
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
Figure C-3
September 2022
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 04:16 1 06:40
2 04:14 2 07:27
3 04:18 3 08:05
4 04:08 4 07:48
5 04:23 5 07:47
Average 04:16 Average 07:33
To: Int I-81 SB & Hopewell Rd
(Rte 672)
To: Int Route 11 & Brucetown Rd
(Rte 672)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
Figure C-4
September 2022
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 07:13 1 08:08
2 07:43 2 08:40
3 07:06 3 07:41
4 07:15 4 07:41
5 06:39 5 07:23
Average 07:11 Average 07:55
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int Route 11 & Rest Ch Rd
(Rte 669)
From: Int I-81 NB & Rest Ch Rd
(Rte 669)
Figure C-5
September 2022
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 07:05 1 08:04
2 07:09 2 08:00
3 06:52 3 07:14
4 06:46 4 08:05
5 06:40 5 07:25
Average 06:54 Average 07:46
9/14/2022
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
To: Int I-81 NB & Rest Ch Rd
(Rte 669)
To: Int Route 11 & Rest Ch Rd
(Rte 669)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
Figure C-6
September 2022
Segment Dist
Average
Travel
Speed
Travel
Time Segment Dist
Average
Travel
Speed
Travel
Time
Grace Church Rd 0.72 25 0:01:43 Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04 Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18 Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:40 Route 11 0.28 45 0:01:25
Total 4.08 0:06:45 Rest Church Road 0.05 35 0:00:05
TOTAL 4.13 0:07:35
To: Int Route 11 & Rest Ch Rd
(Rte 669)
To: Int I-81 NB & Rest Ch Rd
(Rte 669)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int. John Deere Ct & Grace Ch RD (Rte
668)
From: Int. John Deere Ct & Grace Ch RD (Rte
668)
Figure C-7
September 2022
Segment Dist
Average
Travel
Speed
Travel
Time Segment Dist
Average
Travel
Speed
Travel
Time
Grace Church Rd 0.72 25 0:01:43 Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04 Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18 Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:40 Route 11 0.28 45 0:01:45
Total 4.08 06:45 Rest Church Road 0.05 35 0:00:05
Total 4.13 07:55
From: Int. John Deere Ct & Grace Ch RD
(Rte 668)
From: Int. John Deere Ct & Grace Ch RD (Rte
668)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
To: Int Route 11 & Rest Ch Rd
(Rte 669)
To: Int I-81 NB & Rest Ch Rd
(Rte 669)
Figure C-8
September 2022
Appendix D
Generalized Development Plan
050001000005001000LOCATION MAPSCALE: 1" = 5000'GENERALIZED DEVELOPMENT PLAN CARMEUSE LIME AND STONEDecember 19, 2022103 Heath CourtWinchester VA 22602540.686.7373ADJACENT PROPERTIESREZONING PROPERTIESNOTES:1.INTERSECTION ALIGNMENTS, ROADWAY LOCATION, BERM, AND LANDSCAPELOCATIONS ARE SUBJECT TO CHANGE AT FINAL SITE PLAN PROVIDED THAT THEMODIFICATIONS MEET THE INTENT OF THE PROFFERS.P/LBERMPROPOSED BERM SURROUNDING PERMITTEDMINE AREAnot to scale2.08%5%5%4:12.08%5%5%CONST. B/LSOUTH BOUND LANENORTH BOUND LANE2:1 max2:1 max2'1321. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SM-12.5A2. 4" ASPHALT BASE COURSE, TYPE BM-25.0A3. 8" AGGREGATE BASE MATERIAL, TYPE 1, No. 21-BREALIGNED WOODSIDE ROAD SECTIONROAD LOCATIONS1.THE LOCATION OF THE REALIGNED WOODSIDE ROADWILL BE DETERMINED AT THE SITE PLAN STAGE.|
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FEMA FLOODHAZARD LIMITSFEMA FLOODHAZARD LIMITSWOODSIDE RD.RT.67130'PRECRIPTIVER/W64.67 AC OF PARCEL34-A-129E NOT INCLUDEDIN REZONING AREAI-81
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500 kV POWER LINE500 kV POWER LINE20.0 AC OF PARCEL34-A-8A NOT INCLUDEDIN REZONING AREAAPPROXIMATELIMITSOFMINING||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||WEST VIRGINIA - BERKELEY COUNTYVIRGINIA - FREDERICK COUNTYINTERSTATE 81MARTINSBURG PIKEUS RT.11W&W RAILROAD REZONINGAREAEXIT 323EXIT 321BRUCETOWN RD.SIR JOHNS RD.GRACECHURCH RD.WOODBINE RD.||||||||||||||||||