PC 07-20-22 Meeting Agenda1.Call to Order
2.Adoption of Agenda – Pursuant to established procedures, the Planning Commission
should adopt the Agenda for the meeting.
3.Meeting Minutes
3.A.Minutes of June 1, 2022
4.Committee Reports
5.Citizen Comments
6.Public Hearings
6.A.Rezoning #04-22 of 84 Lumber Winchester - (Mr. Klein)
Submitted to rezone 2.21-acres from the B3 (Industrial Transition) District to the M1
(Light Industrial) District with proffers, and 8.69-acres from the B3 District to the M1
District with proffers, totaling 10.9-acres. These properties are located northwest of the
intersection of Martinsburg Pike (Route 11) and Yardmaster Court and are identified by
Property Identification Numbers 44-A-75F and 44-A-75G in the Stonewall Magisterial
District.
6.B.Ordinance Amendment - Backyard Chickens & Chicken Coops - (Mr.
Klein)
The proposed amendment would allow chickens in the RP (Residential Performance),
R4 (Planned Residential Community), and R5 (Residential Recreation Community)
Districts.
AGENDA
PLANNING COMMISSION
WEDNESDAY, JULY 20, 2022
7:00 PM
THE BOARD ROOM
FREDERICK COUNTY ADMINISTRATION BUILDING
WINCHESTER, VIRGINIA
PC07-20-22MinutesJune1.pdf
PC07-20-22REZ#04-22_Redacted.pdf
PC07-20-22REZ#04-22TrafficImpactAnalysis.pdf
PC07-20-22OABackyardChickens_ChickencCoops.pdf
1
7.Other
7.A.Current Planning Applications
8.Adjourn
2
Planning Commission
Agenda Item Detail
Meeting Date: July 20, 2022
Agenda Section: Meeting Minutes
Title: Minutes of June 1, 2022
Attachments:
PC07-20-22MinutesJune1.pdf
3
Frederick County Planning Commission Page 3923
Minutes of June 1, 2022
MEETING MINUTES
OF THE
FREDERICK COUNTY PLANNING COMMISSION
Held in the Board Room of the Frederick County Administration Building at 107 North Kent Street in
Winchester, Virginia on June 1, 2022.
PRESENT: John F. Jewell, Chairman; Roger L. Thomas, Vice Chairman/Opequon District; Robert S.
Molden, Opequon District; William A. Orndoff, Stonewall District; Justin Kerns, Stonewall District; H.
Paige Manuel, Shawnee District; Elizabeth D. Kozel, Shawnee District; Betsy Brumback, Back Creek
District; Mollie Brannon, Back Creek District; Charles E. Triplett, Gainesboro District; Kathleen
Dawson, Red Bud District; Charles Markert, Red Bud District; Austin Cano, Assistant County Attorney.
ABSENT: Jason Aikens, Gainesboro District.
STAFF PRESENT: Wyatt G. Pearson, Director; John A. Bishop, Assistant Director; Mark R. Cheran,
Zoning & Subdivision Administrator; Shannon L. Conner, Administrative Assistant.
CALL TO ORDER
Chairman Jewell called the June 1, 2022 meeting of the Frederick County Planning
Commission to order at 7:00 p.m. Chairman Jewell commenced the meeting by inviting everyone to join
in a moment of silence.
ADOPTION OF AGENDA
Upon motion made by Commissioner Thomas and seconded by Commissioner Manuel
the Planning Commission unanimously adopted the agenda for this evening’s meeting.
MINUTES
Upon motion made by Commissioner Thomas and seconded by Commissioner Orndoff,
the Planning Commission unanimously adopted the minutes from the April 6, 2022 and May 4, 2022
meetings.
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4
Frederick County Planning Commission Page 3924
Minutes of June 1, 2022
COMMITTEES
Frederick Water – Mt. 05/24/22
Chairman Jewell reported, the Board held their annual election of officers. The Board
also held a Public Hearing to receive comment on the proposed rate adjustments; the proposed rate
adjustment was adopted, which effects sewer base fees and consumption rates applicable to all water and
sewer customers. The rate adjustments are necessary to cover increasing chemical and electrical costs
associated with treatment and conveyance and maintain rates in respect of inflation . The Board adopted
the $54.4M budget for FY2022-23 which funds Operations, Debt, and Capital Projects. Chairman Jewell
shared the operations report for April.
City of Winchester – Mtg. 05/17/22
Commissioner Burnett, Winchester City Planning Commission Liaison, reported the
Commission recommended approval of a CUP to convert ground floor nonresidential use to residential
use at 208 S. Loudoun St.; an ordinance to rezone 2.59 acres at 1570 commerce Street was tabled for one
month; and a site plan greenspace waiver and administrative authorization for 186 N. Loudoun Street was
approved.
Board of Supervisors – Mtg. 05/25/22
Supervisor Ludwig reported the Board of Supervisors sent back for further study the
short-term lodging. They are also discussing the private ownership of chickens.
-------------
CITIZEN COMMENTS
Chairman Jewell called for citizen comments on any subject not currently on the
Planning Commission’s agenda or any item that is solely a discussion item for the Commission. No one
came forward to speak and Chairman Jewell closed the public comments portion of the meeting.
-------------
PUBLIC HEARING
Conditional Use Permit #03-20 for Christina Boyer submitted for a dog kennel/boarding. The
property is located at 409 Brill Road, Star Tannery, Virginia. The property is identified with
Property Identification Number 69-5-1-7 in the Back Creek Magisterial District.
Action – Recommend Postponement to 6/15/22
Mark R. Cheran, Zoning & Subdivision Administrator, reported this is a request for a
Conditional Use Permit (CUP) to allow for the operation of a kennel. The property is located at 409 Brill
Road in the Back Creek Magisterial District with Property Identification Number 69-5-1-7 and is in the
Rural Areas (RA) Zoning District. He shared a location map of the property. Mr. Cheran explained, a
kennel is allowed within the RA (Rural Areas) with an approved CUP. The Zoning Ordinance (§165-
101.02) Kennel: A lace prepared to house, board, breed, handle, or otherwise c are for dogs for sale or in
5
Frederick County Planning Commission Page 3925
Minutes of June 1, 2022
return for compensation. One litter of dogs of breeding for compensation per household per year shall not
be defined as a kennel and will be considered a home occupation. The Zoning Ordinance (§165-204.10
Kennels – Additional Regulations for Specific Uses:
A. All dogs shall be confined to secure pens or structures.
B. Category C separation buffers and screens shall be provided in relation to
surrounding properties containing residential uses.
Mr. Cheran shared, should the Planning Commission find this application to be
appropriate, Staff would recommend the following conditions be assigned to this CUP:
1. All review agency comments shall be complied with at all times.
2. This CUP is solely to enable the boarding and training of dogs.
3. No more than six (6) digs not owned by the applicant shall be permitted on the
property at any given time.
4. No employees shall be permitted with this CUP.
5. All dogs shall be controlled so as not to create a nuisance to any adjoining
properties by roaming fee or barking.
6. All dogs must be confined indoors by 9:00 p.m.
7. Hours of operation for the public shall be 9:00 a.m. to 9:00 p.m.
8. Any expansion or change of use will require the approval of a new CUP.
Mr. Cheran noted the change in hours of operations from what is in the staff report. He
concluded, the Applicant intends to conduct this use as follows:
• This proposed use will take place within the residential dwelling. There will be
no more than three (3) dogs for boarding. The pick-up and drop-off of dogs is by
appointment only.
• This use will have dog training that will be by appointment only for a two (2)
week camp and receiving two (2) one-on-one training sessions per day.
• This proposed use is by appointment only with hours of operations for 9:00 a.m.
to 8:00 p.m.
• There will be no employees with this use.
• The number of clients will be no more than ten (10) per month.
• This kennel will be operated within the residential dwelling.
Commissioner Thomas commented on the number of positive comments that were
received, however none of them shared their address; he asked do any of them live nearby. Mr. Cheran
stated he does now the address of the individuals who commented. Commissioner Kerns asked if a
complaint was received for a noise nuisance who would determine if that were the case. Mr. Cheran
noted, it would be the Zoning Administrator. Regarding the information provided by Frederick County
Inspections Department, it states the interior of the home can have boarding of five (5) or less dogs
however the conditions say six (6). Mr. Cheran explained, the Applicant will have a total of 3 dogs that
can be boarded at one time, she also wants to do training so the number six (6) would give a little room
for dogs that are being trained to be dropped off and picked up should the time overlap. Commissioner
Thomas asked why the hours were changed to 9:00 a.m. to 9:00 p.m. Mr. Cheran explained, they were
changed to be consistent with previous kennel operations and it only applies to the CUP and not the
Applicants personal dogs. Commissioner Kozel asked if there is fencing and if it is required. Mr. Cheran
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Frederick County Planning Commission Page 3926
Minutes of June 1, 2022
stated it is not required and he will let the Applicant explain her fencing. Commissioner Triplett
requested clarification, this application is not limiting the number of personal dogs she may have just the
number that will be boarded and trained. Mr. Cheran stated that is correct.
Ms. Christina Boyer, the Applicant came forward to address questions and concerns.
Commissioner Brannon asked if there will be breeding of dogs on the property. Ms. Boyer commented
yes, she has a business license for the hobby breeding which she has had for six years. She added the pet
sitting and training to broaden the services she can offer. Commissioner Brannon asked if the breeding is
of her personal pets. Ms. Boyer commented that is correct and it is one litter a year. Ms. Boyer explained
the fencing of the property; she has a fenced area, and she is in the process of fencing in her front yard as
well. She noted, during pet sitting and training the dogs are not let out alone, they are taken on a leash.
Commissioner Brannon inquired if there are specific types of dogs to be training. Ms. Boyer commented
no, it is a case by case scenario; dogs that have aggression issues are not taken and she generally works
with general obedience. Commissioner Brumback asked how long the training typically takes. Ms.
Boyer stated the training camp is two weeks and she can do additional weeks if needed. She noted, the
pet sitting is a minimum of two days and 2 nights stay. Commissioner Brumback asked for clarification
on the number of dogs. Ms. Boyer explained, she can only board three dogs at a times and for training
camp it is only one dog at a time and the training dog is included in that total number of three.
Chairman Jewell requested clarification on the breeding of dogs taking place. Ms. Boyer
explained, she has fourteen personal dogs; she has males, a few females that are spayed and a couple
females that are able to be bred but they are not done every time they come in heat. She noted, she carries
a dog license with Frederick County for each of her personal dogs. Chairman Jewell noted, concern was
raised regarding the posting of the Public Hearing signs. Ms. Boyer commented, the sign is posted, and
she has taken pictures of them on the property.
Chairman Jewell called for anyone who wished to speak regarding this Public Hearing to
come forward at this time. No one came forward to speak and Chairman Jewell closed the public
comment portion of the hearing.
Upon a motion made by Commissioner Thomas and seconded by Commissioner Triplett
to postpone this item to the next Planning Commission meeting on June 15, 2022
BE IT RESOLVED, the Frederick County Planning Commission does unanimously recommend
postponement to the Planning Commission meeting on June 15, 2022 of Conditional Use Permit #03-20
for Christina Boyer submitted for a dog kennel/boarding. The property is located at 409 Brill Road, Star
Tannery, Virginia. The property is identified with Property Identification Number 69 -5-1-7 in the Back
Creek Magisterial District.
(Note: Commissioner Aikens was absent from the meeting)
Draft Update of the 2022-2023 Frederick County Interstate, Primary, and Secondary Road
Improvement Plans. The Primary and Interstate Road Improvements plans establish priorities for
improvements to the Primary and Interstate Road networks within Frederick County. Comments
from the Transportation Committee will be forwarded to the Planning Commission and Board of
Supervisors. Ultimately, the priorities adopted by the Board of Supervisors will be forwarded to
the Commonwealth Transportation Board for consideration.
The Virginia Department of Transportation and the Planning Commission of Frederick County, in
accordance with Section 33.2-331 of the Code of Virginia, will conduct a joint public hearing in the
7
Frederick County Planning Commission Page 3927
Minutes of June 1, 2022
Board Room of the Frederick County Government Center, 107 North Kent Street, Winchester,
Virginia at 7:00 p.m. on Wednesday, June 1, 2022. The purpose of this public hearing is to receive
public comment on the proposed Six Year Plan for Secondary Roads for Fiscal Year 2023 through
2028 for Frederick County and on the Secondary System Construction Budget for Fiscal Year 2023.
Action – Recommend Approval
John A. Bishop, Assistant Director, presented an overview of this item to consider the
update of the 2022-2023 Interstate, Primary, and Secondary Road Improvement Plans.
Interstate Plan Updates are as follows:
1. Addition of Exits 321 and 323 to the priority list
2. Exit 313 moved from number 1 to number 3 on the interchange improvements
list in recognition of coming improvements and safety concerns on Exits 317 and
301
3. Additional language added to emphasize the importance of Route 37 and that
improvements in the vicinity of future Route 37 need to consider and
accommodate that facility
Primary Plan Updates are as follows:
1. Typo correction for Route 277 Phase 3.
Secondary Plan Updates are as follows:
1. Update Major road improvements list to reflect current activities.
2. Update Advertisement years for projects on the scheduled list. No new projects
were added to the scheduled list.
3. Add asterisk and explanation to note that unscheduled projects with traffic counts
of less than 50 vehicles per day will not be able to be upgraded until the traffic
count is 50 or more.
Commissioner Brumback asked if rankings for non-surface roads are done by Staff or
VDOT. Mr. Bishop stated the rankings are done by Staff. Commissioner Thomas inquired if electric
charging stations in the park and ride lots have been considered. Mr. Bishop commented that is
something that is taking place; how soon we will see it in Frederick County is hard to say. Commissioner
Orndoff asked regarding the Route 37 bypass, which one is likely to be done first. Mr. Bishop stated that
is hard to say but most likely it will be one of the two top priorities; the gravest need seems to be the top
priority of Route 7 to Route 11. Chairman Jewell commended Mr. Bishop on his transportation efforts.
Supervisor Ludwig asked if the City of Winchester has any input on these rankings. Mr. Bishop
explained they do not, it is sole Frederick County but Frederick County, the City of Winchester, and
Stephens City all participate in the Winchester Frederick Metropolitan Planning Organization.
Upon a motion made by Commissioner Thomas and seconded by Commissioner Dawson
BE IT RESOLVED, the Frederick County Planning Commission does unanimously recommend approval
of the Draft Update of the 2022-2023 Frederick County Interstate, Primary, and Secondary Road
Improvement Plans.
(Note: Commissioner Aikens was absent from the meeting)
8
Frederick County Planning Commission Page 3928
Minutes of June 1, 2022
OTHER
Wyatt G. Pearson, Director, reported the Planning Department has received a rezoning
application for Fruit Hill; this is at Exit 323/Rest Church Rd., and is 220 acres (190 acres to M1 for
warehousing, 20 acres to OM for a data center, and 10 acres to B2 for a hotel and restaurant). He
concluded, he would like to announce that John Biship is the Assistant Director of Planning.
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ADJOURNMENT
No further business remained to be discussed and a motion was made by Commissioner
Thomas adjourn the meeting. This motion was seconded by Commissioner Triplett and unanimously
passed. The meeting adjourned at 7:50 p.m.
Respectfully submitted,
____________________________
John F. Jewell, Chairman
___________________________
Wyatt G. Pearson, Secretary
9
Planning Commission
Agenda Item Detail
Meeting Date: July 20, 2022
Agenda Section: Public Hearings
Title: Rezoning #04-22 of 84 Lumber Winchester - (Mr. Klein)
Attachments:
PC07-20-22REZ#04-22_Redacted.pdf
PC07-20-22REZ#04-22TrafficImpactAnalysis.pdf
10
REZONING APPLICATION #04-22
84 LUMBER WINCHESTER
Staff Report for the Planning Commission
Prepared: June 24, 2022
Staff Contacts: M. Tyler Klein, AICP, Senior Planner
Reviewed Action
Planning Commission: 07/20/2022 Pending
Board of Supervisors: 08/10/2022 Pending
EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 07/20/22 PLANNING
COMMISSION MEETING:
This is a proposal to rezone 2.21-acres from B3 (Industrial Transition) District to the M1 (Light Industrial)
District with proffers, and 8.69-acres from the B3 (Industrial Transition) District to the M1 (Light
Industrial) District with proffers, totaling 10.9-acres. This rezoning application modifies approved land
uses associated with Rezoning Application (REZ) #02-05. The intended use of the proposed M1 zoned
parcels is a manufacturing facility (84 Lumber – truss plant expansion).
This site is located within the Sewer and Water Service Area (SWSA) and is located within the limits of
the Northeast Land Use Plan of the Comprehensive Plan. The Comprehensive Plan envisions this area of
the County as “business.” The proposed M1 (Light Industrial) District is inconsistent with the future land
use plan; however, the adjoining property (north) zoning designation is M1, and the proposed rezoning
would accommodate expansion of the existing manufacturing operation by the owner/applicant.
Following a public hearing, a recommendation regarding this rezoning application to the Board
of Supervisors would be appropriate. The Applicant should be prepared to adequately address
all concerns raised by the Planning Commission.
11
Rezoning #04-22 – 84 Lumber Winchester
June 24, 2022
Page 2
This report is prepared by the Frederick County Planning Staff to provide information to the
Planning Commission and the Board of Supervisors to assist them in making a decision on this
application. It may also be useful to others interested in this zoning matter. Unresolved issues
concerning this application are noted by staff where relevant throughout this staff report.
PROPOSAL: This is a proposal to rezone 2.21-acres from B3 (Industrial Transition) District to the M1
(Light Industrial) District with proffers, and 8.69-acres from the B3 (Industrial Transition) District to the
M1 (Light Industrial) District with proffers, totaling 10.9-acres.
LOCATION: These properties are located northwest of the intersection of Martinsburg Pike (Route 11)
and Yardmaster Court (private roadway) and are identified with Property Identification Numbers (PIN’s)
#44-A-75F and #44-A-75G in the Stonewall Magisterial District.
MAGISTERIAL DISTRICT: Stonewall
PROPERTY ID NUMBERS: 44-A-75F & 44-A-75G
PROPERTY ZONING: B3 (Industrial Transition) District
PRESENT USE: Vacant/Unimproved
ADJOINING PROPERTY ZONING & PRESENT USE:
North: RA (Rural Areas) Use: Single-Family Detached Residential
South: B3 (Industrial Transition) Use: Heavy Equipment Sales (James River)/Vacant
East: B2 (General Business) Use: Office/Outdoor Storage
West: M1 (Light Industrial) Use: Manufacturing (84 Lumber)
12
Rezoning #04-22 – 84 Lumber Winchester
June 24, 2022
Page 3
REVIEW EVALUATIONS:
Planning & Zoning:
1) Site History
The original Frederick County Zoning Map (U.S.G.S. Stephenson Quadrangle) depicts the
zoning of the subject parcels as A2 (Agricultural General) District. The County’s agricultural
zoning districts were subsequently combined to form the RA (Rural Areas) District upon
adoption of an amendment to the Frederick County Zoning Ordinance on May 10, 1989.
In 2004, the Board of Supervisors approved Rezoning Application (REZ) #11-04 which rezoned
the properties to the B3 (Industrial Transition) District with proffers. REZ #02-05 (approved
May 13, 2005) revised the previously approved proffers for the subject properties to modify the
proffered uses of the site.
2) Comprehensive Plan
The Comprehensive Plan is the guide for the future growth of Frederick County.
The Comprehensive Plan is an official public document that serves as the community's guide
for making decisions regarding development, preservation, public facilities and other key
components of community life. The primary goal of this plan is to protect and improve the
living environment within Frederick County. It is in essence; the Comprehensive Plan is a
composition of policies used to plan for the future physical development of Frederick County.
The Area Plans and Appendix I of the Comprehensive Plan are the primary implementation
tools and will be instrumental to the future planning efforts of the County.
Comprehensive Plan Land Use Compatibility
The Northeast Frederick Land Use Plan of the Comprehensive Plan provides guidance on the
future development of the property. The Plan identifies the subject properties with a “business”
land use designation; the property is also within the limits of the Sewer and Water Service Area
(SWSA). The existing B3 (Industrial Transition) zoning is generally consistent with the goals
of the Comprehensive Plan.
The proposed M1 (Light Industrial) zoning on 10.9-acres is inconsistent with future land use
map designation (“business”). However, the adjoining property (north) zoning designation is
M1 and is also owned by the applicant. The applicant states in the application that the rezoning
of 10.9-acres to M1 would enable expansion of the existing manufacturing operation. The
intent of the M1 District is to provide for a variety of light manufacturing, commercial office
and heavy commercial uses in well-planned industrial settings. Uses are allowed which do not
create noise, smoke, dust or other hazards. Uses are allowed which do not adversely affect
nearby residential or business areas. Such industrial areas shall be provided with safe and
sufficient access.
13
Rezoning #04-22 – 84 Lumber Winchester
June 24, 2022
Page 4
3) Access & Transportation
The site will have commercial access from Yardmaster Court (private roadway), as required by
approved REZ #02-05 proffers; there will be no direct access from the subject parcels to Route
11. The Concept Drawing included with the application also depicts inter-parcel connectivity to
adjoining PIN #44-A-75B, the existing 84 Lumber truss plant and storage yard.
The traffic study included with application shows that the proposed manufacturing facility (84
Lumber) does not negatively impact the operations of the existing roadway network (Route 11
& Yardmaster Court).
4) Potential Impacts & Proffers
The rezoning proposes only a change in the land use of 10.9-acres to the M1 (Light Industrial)
District. All the other proffers, including prohibited uses, buffers, and site access, associated
with the original REZ, #02-05, remain unchanged.
Virginia Dept. of Transportation: The documentation within the application to rezone this property
(44-A-75G/44-A-75F) from B3 to M1 appears to have little impact on Route 11 (Martinsburg Pike).
This route is the VDOT roadway which has been considered as the access to the property referenced.
VDOT is satisfied that the transportation proffers offered in the 84 Lumber Truss Plant rezoning
application of date April 26, 2022 address transportation concerns associated with this request.
Please see attached letter from VDOT dated May 31, 2022 addressed from Lloyd Ingram.
Frederick Water: No comment.
Please see attached letter from Eric Lawrence, Executive Director, dated May 26, 2022.
Frederick County Fire Marshall: Plan approved.
Please see attached letter from Adam Hounshell, Lieutenant/Assistant Fire Marshal dated May 19,
2022.
Frederick County Public Works: We offer no additional comments at this time.
Please see attached letter from Joe Wilder, Director of Public Works dated June 6, 2022.
County of Frederick Attorney: Please see attached letter from Roderick B. Williams, County
Attorney dated May 17, 2022.
Following a public hearing, a recommendation regarding this rezoning application to the Board
of Supervisors would be appropriate. The Applicant should be prepared to adequately address all
concerns raised by the Planning Commission.
14
44 A 75G44 A 75F
2799MARTINSBURGPIKE
2695MARTINSBURGPIKE
2729MARTINSBURGPIKE
2749MARTINSBURGPIKE
2732MARTINSBURGPIKE
134STEPHENSON RD
149STEPHENSON RD
2786MARTINSBURGPIKE
245YARDMASTER CT
240YARDMASTER CT
2860MARTINSBURGPIKE2829MARTINSBURGPIKE
2833MARTINSBURGPIKE 2831MARTINSBURGPIKE
2851MARTINSBURGPIKE
2835MARTINSBURGPIKE
2897MARTINSBURGPIKE
STEPHENSON RDMARTINSBURGPI KEYA RD M A STER C TApplication
Parcels
Sewer and Water Service A rea
B2 (General Business District)
B3 (Industr ial Transition District)
M1 (Light Industrial District)
MH1 (Mobile Hom e Com m unity District)µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: June 23, 2022
StephensonMARTINSBURG PIKESTEPHENSON RDMICHAEL DRTATANKA LN
MORELAND LN
EDWIN WAYBETTY TURNER TRL§¨¦81
§¨¦81
£¤11
0 250 500125 Feet
£¤11
REZ # 04 - 22: 84 LumberPINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1Zoning Map
REZ #04-22REZ #04-22
15
44 A 75G44 A 75F
2799MARTINSBURGPIKE
2695MARTINSBURGPIKE
2729MARTINSBURGPIKE
2749MARTINSBURGPIKE
2732MARTINSBURGPIKE
134STEPHENSON RD
149STEPHENSON RD
2786MARTINSBURGPIKE
245YARDMASTER CT
240YARDMASTER CT
2860MARTINSBURGPIKE2829MARTINSBURGPIKE
2833MARTINSBURGPIKE 2831MARTINSBURGPIKE
2851MARTINSBURGPIKE
2835MARTINSBURGPIKE
2897MARTINSBURGPIKE
STEPHENSON RDMARTINSBURGPI KEYA RD M A STER C TApplication
Parcels
Sewer and Water Service A rea µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: June 23, 2022
StephensonMARTINSBURG PIKESTEPHENSON RDMICHAEL DRTATANKA LN
MORELAND LN
EDWIN WAYBETTY TURNER TRL§¨¦81
§¨¦81
£¤11
0 250 500125 Feet
£¤11
REZ # 04 - 22: 84 LumberPINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1Location Map
REZ #04-22REZ #04-22
16
44 A 75G44 A 75F
2799MARTINSBURGPIKE
2695MARTINSBURGPIKE
2729MARTINSBURGPIKE
2749MARTINSBURGPIKE
2732MARTINSBURGPIKE
134STEPHENSON RD
149STEPHENSON RD
2786MARTINSBURGPIKE
245YARDMASTER CT
240YARDMASTER CT
2860MARTINSBURGPIKE2829MARTINSBURGPIKE
2833MARTINSBURGPIKE 2831MARTINSBURGPIKE
2851MARTINSBURGPIKE
2835MARTINSBURGPIKE
2897MARTINSBURGPIKE
STEPHENSON RDMARTINSBURGPI KEYA RD M A STER C TApplication
Parcels
Sewer and Water Service A reaLong R ange Land Use
Business
Mixed Use Industrial/O ffice
Industrial
Rural Community Center
Sensitive Natural Areas µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: June 23, 2022
StephensonMARTINSBURG PIKESTEPHENSON RDMICHAEL DRTATANKA LN
MORELAND LN
EDWIN WAYBETTY TURNER TRL§¨¦81
§¨¦81
£¤11
0 250 500125 Feet
£¤11
REZ # 04 - 22: 84 LumberPINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1Long Range Land Use Map
REZ #04-22REZ #04-22
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48
i
Traffic Impact Analysis
84 Lumber Truss Plant
Martinsburg Pike and Yardmaster Court
Frederick County, Virginia
Prepared for:
84 Lumber
April 20th, 2022
49
ii
Traffic Impact Analysis
84 Lumber Truss Plant
Martinsburg Pike and Yardmaster Court
Frederick County, Virginia
Prepared April 20th, 2022
Prepared for:
84 Lumber
Prepared by:
Bowman Consulting Group, Ltd.
Traffic Project Manager: Michael Young, P.E.
Bowman Job # 130155-01-003
50
iii
Table of Contents
Executive Summary ........................................................................................................................................................ v
Introduction....................................................................................................................................................................... 1
Background Information .............................................................................................................................................. 1
Scope of Work ............................................................................................................................................................. 2
Existing Roadway Network .......................................................................................................................................... 3
Existing Intersection Configuration .......................................................................................................................... 3
Data Collection ................................................................................................................................................................. 4
Turning Movement Counts .................................................................................................................................... 4
Programmed Improvements .................................................................................................................................. 4
Traffic Forecast and Background Traffic ................................................................................................................. 5
Proposed Development ................................................................................................................................................ 5
Trip Generation and Trip Distribution ..................................................................................................................... 5
Capacity Analysis ............................................................................................................................................................. 6
Capacity Analysis of Existing Conditions (Year 2022) ................................................................................... 7
Capacity Analysis Comparison – No Build vs. Build Conditions (Year 2023) ....................................... 8
Summary ......................................................................................................................................................................... 11
Conclusion ...................................................................................................................................................................... 11
List of Figures
Figure 1. Site Location .................................................................................................................................................. 1
Figure 2. Conceptual Plan ........................................................................................................................................... 2
Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection ............. 4
List of Tables
Table 1. Site Trip Generation ...................................................................................................................................... 5
Table 2. HCM Level of Service Criteria .................................................................................................................... 6
Table 3. 2022 Existing Conditions Capacity Analysis – Martinsburg Pike and Yardmaster Court/
Private Dwy ........................................................................................................................................................................ 7
Table 4. 2023 AM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private
Dwy ....................................................................................................................................................................................... 8
Table 5. 2023 PM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private
Dwy ....................................................................................................................................................................................... 9
Table 6. 2023 AM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy ........................... 10
Table 7. 2023 PM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy ............................ 10
51
iv
Appendices
Appendix A: Conceptual Plan
Appendix B: Turning Movement Counts
Appendix C: Traffic Volume and Traffic Distribution Exhibits
Appendix D: Existing (2022) Capacity Analysis
Appendix E: No Build (2023) Capacity Analysis
Appendix F: Build (2023) Capacity Analysis
52
v
Executive Summary
This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for
the proposed 84 Lumber Truss Plant development located in Frederick County, VA.
The purpose of this analysis is to determine the potential impact (if any) to the existing traffic
operations of the surrounding roadway network caused by the proposed development.
Description of Proposed Development
The proposed development is to be located at the northwest corner of the intersection of
Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. The proposed site will
consist of a Truss Plant including 31,750 S.F. of assembly and storage buildings, as well as a 2,000
S.F. small office building.
The proposed development is an expansion of an existing 84 Lumber Facility, and will be located
directly to the east of the existing facility.
Access to the proposed site will be provided via three (3) full-access driveways connecting to
Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee
driveway, and one (1) existing employee driveway.
To provide a conservative analysis of the driveway operations for the site, the access to the
proposed site will be evaluated as one site driveway connecting to Yardmaster Court.
Scope of Work
The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. To
examine the projected impact of the proposed development’s site traffic on the existing roadway
network, the following study intersections were analyzed in this report:
· Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway (Unsignalized)
· Yardmaster Court and Proposed Site Driveway (Unsignalized)
For the purposes of this analysis, it is anticipated that the proposed development will be
constructed and fully operational by the year 2023. Therefore, the following scenarios were
evaluated as part of this study:
· Existing Conditions (2022)
· Future Conditions (2023) without the proposed development (No Build)
· Future Conditions (2023) with the proposed development (Build)
53
vi
Programmed Improvements
It is Bowman’s understanding that there are no programmed roadway improvements within the
project vicinity.
Trip Generation
Trip generation for the proposed development was calculated based on the calculations and
formulae contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th
Edition.
The proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in
and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening
peak hour, and 570 total trips (284 in and 286 out) during an average weekday.
Capacity Analysis Results
To evaluate the traffic operations with the proposed development in place, capacity analyses were
completed at the two (2) study intersections included in this report. The purpose for this analysis
was to compare the results of the No Build and Build Conditions to identify areas impacted by the
proposed development.
The results of the capacity analysis indicate that there are no projected changes to levels of service
at the study intersections from No Build to Build Conditions.
Conclusion
Based on the results of the analysis contained in this report, the addition of the site traffic
associated with the proposed development is not expected to adversely impact the operations of
the existing roadway network.
54
1
Introduction
This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for
the proposed 84 Lumber Truss Plant development located in Frederick County, VA.
The purpose of this analysis is to determine the potential impact (if any) to the existing traffic
operations of the surrounding roadway network caused by the proposed development.
Background Information
The proposed development is to be located at the northwest corner of the intersection of
Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. Figure 1 depicts the site
location.
Figure 1. Site Location
The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of
assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed
development is an expansion of an existing 84 Lumber Facility, and will be located directly to the
east of the existing facility.
The conceptual plan for the proposed site is depicted on Figure 2 and included in Appendix A.
55
2
Figure 2. Conceptual Plan
As shown in Figure 2, access to the proposed site will be provided via three (3) full-access
driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed
customer/employee driveway, and one (1) existing employee driveway.
To provide a conservative analysis of the driveway operations for the site, the access to the
proposed site will be evaluated as one site driveway connecting to Yardmaster Court.
Scope of Work
The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines.
In accordance with VDOT requirements, the following items were analyzed in this report:
· Trip generation calculations for the proposed development
· Traffic assignment (trip distribution) for the proposed development
· Capacity and queuing analyses
For the purposes of this analysis, it is anticipated that the proposed development will be
constructed and fully operational by the year 2023. Therefore, the following scenarios were
evaluated as part of this study:
Study Periods
· Existing Conditions (2022)
· Future Conditions (2023) without the proposed development (No Build)
· Future Conditions (2023) with the proposed development (Build)
56
3
Intersections Evaluated
· Martinsburg Pike and Yardmaster Court/Private Driveway (US 11) (Unsignalized)
· Yardmaster Court and Proposed Site Driveway (Unsignalized)
Programmed Improvements
· It is Bowman’s understanding that there are no proposed roadway improvements within
the Project vicinity.
Background Growth Rate
· Historical traffic volumes along Martinsburg Pike published by VDOT for the previous five
(5) years indicate that there has been a decrease in background traffic from 7,800 daily
vehicles in 2015 to 7,600 daily vehicles in 2019.
· Therefore, in order to provide a conservative amount of background traffic growth, a
background growth rate of 2.0% per year will be used in the study.
Existing Roadway Network
Martinsburg Pike (US 11) within the identified study area is a two-lane undivided roadway with
auxiliary turning lanes, listed as a Major Collector on VDOT’s Functional Classification Map. It has
a north-south alignment with a posted speed limit of 45 mph.
Yardmaster Court within the identified study area is a two-lane undivided roadway with an auxiliary
right turn lane, listed as a Local Road on VDOT’s Functional Classification Map. It has an east-west
alignment with a statutory speed limit of 25 mph.
Existing Intersection Configuration
Intersection of Martinsburg Pike and Yardmaster Court/Private Driveway
This intersection is currently a four-legged unsignalized intersection where Yardmaster
Court/Private Driveway has an east-west alignment and Martinsburg Pike has a north-south
alignment as shown on Figure 3.
57
4
Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection
The eastbound approach consists of one shared left turn/through lane and one exclusive right
turn lane. The westbound approach consists of one shared left turn/through/right turn lane. The
northbound approach consists of one exclusive left turn lane and one shared through/right turn
lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one
exclusive right turn lane.
Data Collection
Turning Movement Counts
Turning movement counts were collected at the Martinsburg Pike and Yardmaster Court/Private
Driveway intersection during the morning (7:00 AM – 9:00 AM) and evening (4:00 PM – 6:00 PM)
peak periods. The turning movement counts were collected on Wednesday, March 23rd, 2022.
The roadway network AM peak hour was determined to be from 8:00 AM – 9:00 AM, and the PM
peak hour was determined to be from 4:15 PM – 5:15 PM. A copy of the turning movement counts
is included in Appendix B.
Programmed Improvements
It is Bowman’s understanding that there are no proposed roadway improvements within the
project vicinity.
58
5
Traffic Forecast and Background Traffic
For the purposes of this analysis, it is anticipated that the 84 Lumber Truss Plant Development will
be constructed and fully operational by the year 2023. The following scenarios were evaluated as
part of this study:
· Existing Conditions (2022)
· Future Conditions (2023) without the proposed development (No Build)
· Future Conditions (2023) with the proposed development (Build)
The 2022 Existing Peak Hour Traffic Volumes are depicted on Exhibit 1 in Appendix C.
As previously mentioned, a background growth rate factor of 2.0% per year was applied to the
traffic counts to grow the existing volumes to Future Conditions. This growth rate factor was
applied to project the 2022 Existing Traffic Volumes one (1) year to develop the 2023 No Build
Peak Hour Traffic Volumes, which are depicted on Exhibit 2 in Appendix C.
Proposed Development
The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of
assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed
development is an expansion of an existing 84 Lumber Facility, and will be located directly to the
east of the existing facility.
Trip Generation and Trip Distribution
The Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was used to
determine the number of trips generated by the proposed land use. Table 1 displays the trip
generation for the proposed development.
Table 1. Site Trip Generation
As shown in Table 1, the proposed 84 Lumber Truss Plant Development is expected to generate
53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out)
during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday.
59
6
These traffic volumes were then distributed to the roadway network in accordance with a site
traffic distribution pattern developed from the 2022 traffic counts. The site trip distribution is
depicted on Exhibit 3 in Appendix C, and the site-generated trips are depicted on Exhibit 4 in
Appendix C.
The projected site trips were then added to the 2023 No Build Traffic Volumes to create the 2023
Build Peak Hour Traffic Volumes, which are depicted on Exhibit 5 in Appendix C.
Capacity Analysis
The study intersections were analyzed for each scenario using the 6th Edition of the Highway
Capacity Manual (HCM) methodologies using the computer software package Synchro 10 with
SimTraffic. The analysis uses capacity, Level of Service (LOS), control delay, and queuing as the
criteria for the performance of the intersections.
The analysis models were developed per the standards and requirements included in VDOT’s
Traffic Operations and Safety Analysis Manual (TOSAM) – Version 2.0.
Capacity, as defined by the HCM, is a measure of the maximum number of vehicles in an hour
that can travel through an intersection or section of roadway under typical conditions. Level of
Service (LOS) is a marker of the driving conditions and perception of drivers while traveling during
the given time period. LOS ranges from LOS “A”, which represents free-flow conditions, to LOS
“F”, which represents breakdown conditions. Table 2 shows the LOS for intersections as defined
by the HCM.
Table 2. HCM Level of Service Criteria
Control delay is a measure of the total amount of delay experienced by an individual vehicle and
includes delay related to deceleration, queue delay, stopped delay, and acceleration. Table 2
shows the amount of control delay (in seconds per vehicle) that corresponds to the LOS for
signalized and unsignalized intersections.
The reported queues, or linear distance of delayed vehicles, for the intersections in this study are
the 95th percentile queues reported by SimTraffic after 10 runs of 60 minutes each with a 15-
minute seeding time. They are reported to ensure that the storage lengths of lanes at
60
7
intersections are of adequate length and that queued vehicles will not interfere with free flow
vehicles or adjacent intersections.
Capacity analyses were completed for the following scenarios during the morning and evening
peak hours:
· Existing Conditions (2022)
· Future Conditions (2023) without the proposed development (No Build)
· Future Conditions (2023) with the proposed development (Build)
Capacity Analysis of Existing Conditions (Year 2022)
A capacity analysis under the Existing Year 2022 Conditions was conducted for the study
intersection previously described in this report. The Existing Conditions capacity analysis results
are included in Appendix D.
Intersection of Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway
Based on the results of the capacity analysis under Existing Conditions, the intersection of
Martinsburg Pike and Yardmaster Court/Private Driveway currently operates at an acceptable
overall level of service “A” during both the morning and evening peak hours.
All turning movements and approaches currently operate at a LOS C or better during both the
morning and evening peak hours.
The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary
lanes. The capacity analysis results are summarized in Table 3.
Table 3. 2022 Existing Conditions Capacity Analysis – Martinsburg Pike and Yardmaster Court/
Private Dwy
61
8
Capacity Analysis Comparison – No Build vs. Build Conditions (Year 2023)
Capacity analyses were conducted for the No Build and Build Conditions for the proposed year
2023. The primary purpose for this approach was to compare the results in order to identify areas
impacted by the proposed development. The capacity analysis results are included in Appendices
E and F.
Intersection of Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway
Morning Peak Hour
Based on the results of the capacity analysis during the morning peak hour, the intersection of
Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable
overall level of service “A” during both the No Build and Build Conditions, with an increase in delay
of 0.6 seconds.
There are no projected changes in levels of service from No Build to Build Conditions.
The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate
at a LOS A during both the No Build and Build Conditions. The side-street (Yardmaster Court)
turning movements and approaches are all projected to operate at a LOS C or better during both
the No Build and Build Conditions.
The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary
lanes. The capacity analysis results are summarized in Table 4.
Table 4. 2023 AM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/
Private Dwy
62
9
Evening Peak Hour
Based on the results of the capacity analysis during the evening peak hour, the intersection of
Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable
overall level of service “A” during both the No Build and Build Conditions, with an increase in delay
of 0.7 seconds.
There are no projected changes to levels of service from No Build to Build Conditions.
The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate
at a LOS A during both the No Build and Build Conditions. The side-street (Yardmaster
Court/Private Driveway) turning movements and approaches are all projected to operate at a LOS
C or better during both the No Build and Build Conditions.
The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary
lanes. The capacity analysis results are summarized in Table 5.
Table 5. 2023 PM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/
Private Dwy
Intersection of Yardmaster Court and Proposed Site Driveway
Morning Peak Hour
Based on the results of the capacity analysis during the morning peak hour, the southbound
approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to
operate at a LOS A under Build Conditions.
All other movements are free-flowing, and therefore do not produce delay.
63
10
The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary
lanes. The capacity analysis results are summarized in Table 6.
Table 6. 2023 AM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy
Evening Peak Hour
Based on the results of the capacity analysis during the evening peak hour, the southbound
approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to
operate at a LOS A under Build Conditions.
All other movements are free-flowing, and therefore do not produce delay.
The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary
lanes. The capacity analysis results are summarized in Table 7.
Table 7. 2023 PM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy
As previously discussed and to provide a conservative analysis of the driveway operations for the
site, the access to the proposed site was evaluated as one site driveway connecting to Yardmaster
Court.
The capacity analysis results above indicate that the proposed driveway approach analyzed is
projected to operate at an acceptable LOS A during both the morning and evening peak hours.
Therefore, because the traffic anlayzed at this location would be divided among the three (3)
proposed site driveways, it is anticipated that the 3 driveways will also operate at a LOS A during
both the morning and evening peak hours.
64
11
Summary
The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of
assembly and storage buildings, as well as a 2,000 S.F. small office building.
The proposed development is expected to generate 53 total trips (33 in and 20 out) during the
morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total
trips (284 in and 286 out) during an average weekday.
To evaluate the traffic operations with the proposed development in place, capacity analyses were
completed at the two (2) study intersections included in this report. The purpose for this analysis
was to compare the results of the No Build and Build Conditions to identify areas impacted by the
proposed development.
The results of the capacity analysis indicate that there are no projected changes to levels of service
at the study intersections from No Build to Build Conditions.
Conclusion
Based on the results of the analysis contained in this report, the addition of the site traffic
associated with the proposed development is not expected to adversely impact the operations of
the existing roadway network.
65
Appendix A
Conceptual Plan
66
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OE OE OE OE
XXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
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X
X
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X XXX67
Appendix B
Turning Movement Counts
68
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: QC JOB #: 15746201
CITY/STATE: CITY/STATE: Frederick, VA DATE: DATE: Wed, Mar 23 2022
353 250
5 348 0
21 8 0 5
8 0.790.79 3
27 11 2 9
13 242 1
361 256
Peak-Hour: 8:00 AM -- 9:00 AMPeak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AMPeak 15-Min: 8:45 AM -- 9:00 AM
11.3 11.6
20 11.2 0
38.1 25 0 20
37.5 0
33.3 36.4 50 33.3
53.8 11.2 0
12.2 13.3
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Martinsburg Pike Martinsburg Pike
(Northbound)(Northbound)
Martinsburg Pike Martinsburg Pike
(Southbound)(Southbound)
Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy
(Eastbound)(Eastbound)
Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 6 55 0 0 0 70 5 0 0 0 0 0 0 0 0 0 136
7:15 AM 1 49 0 0 0 87 2 0 0 0 4 0 0 0 0 0 143
7:30 AM 4 53 1 0 0 88 4 0 1 0 1 0 0 1 0 0 153
7:45 AM 2 72 0 0 0 89 1 0 2 2 2 0 0 1 0 0 171 603
8:00 AM 5 57 0 0 0 68 0 0 3 4 1 0 0 1 0 0 139 606
8:15 AM 2 53 0 0 0 76 1 0 4 2 1 0 0 2 0 0 141 604
8:30 AM 3 52 1 0 0 94 0 0 0 2 6 0 0 0 0 0 158 609
8:45 AM 3 80 0 0 0 110 4 0 1 0 3 0 2 0 0 0 203 641
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 12 320 0 0 0 440 16 0 4 0 12 0 8 0 0 0 812
Heavy Trucks 8 32 0 0 64 4 0 0 4 4 0 0 116
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 3/28/2022 3:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 69
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: QC JOB #: 15746202
CITY/STATE: CITY/STATE: Frederick, VA DATE: DATE: Wed, Mar 23 2022
291 541
5 286 0
16 15 0 1
0 0.940.94 0
54 39 1 0
11 526 0
326 537
Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM
Peak 15-Min: 4:30 PM -- 4:45 PMPeak 15-Min: 4:30 PM -- 4:45 PM
2.4 3
20 2.1 0
18.8 0 0 0
0 0
3.7 5.1 0 0
18.2 3 0
2.5 3.4
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Martinsburg Pike Martinsburg Pike
(Northbound)(Northbound)
Martinsburg Pike Martinsburg Pike
(Southbound)(Southbound)
Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy
(Eastbound)(Eastbound)
Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 4 134 0 0 0 73 4 0 1 0 5 0 0 0 0 0 221
4:15 PM 7 135 0 0 0 66 2 0 0 0 4 0 0 0 0 0 214
4:30 PM 1 127 0 0 0 73 2 0 10 0 23 0 0 0 0 0 236
4:45 PM 1 132 0 0 0 64 0 0 0 0 1 0 0 0 0 0 198 869
5:00 PM 2 132 0 0 0 83 1 0 5 0 11 0 1 0 0 0 235 883
5:15 PM 0 97 0 0 0 62 0 0 3 0 8 0 2 0 0 0 172 841
5:30 PM 0 118 0 0 0 79 3 0 3 0 10 0 0 0 0 0 213 818
5:45 PM 1 78 0 0 0 63 2 0 0 0 6 0 0 0 0 0 150 770
Peak 15-MinPeak 15-Min
FlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 4 508 0 0 0 292 8 0 40 0 92 0 0 0 0 0 944
Heavy Trucks 4 16 0 0 8 0 0 0 4 0 0 0 32
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 3/28/2022 3:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 70
Appendix C
Traffic Volume and Traffic Distribution Exhibits
71
(5)(286)(0)0 (0)
5 348 0 3 (0)
21 (16)2 (1)
(15)8
(54)27 (0)8 13 242 1
(39)11 (11)(526)(0)
NOT TO SCALE
Legend
123 - AM Peak Hour Traffic Volumes 1
(123) - PM Peak Hour Traffic Volumes
84 Lumber Truss Plant TIA
Frederick County, VA
PROJECT NO.
130155-01-003
2022 Existing
Peak Hour Traffic Volumes
EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate Dwy
72
(5)(292)(0)0 (0)
5 355 0 3 (0)
21 (16)2 (1)
(15)8
(54)27 (0)8 13 247 1
(39)11 (11)(537)(0)
NOT TO SCALE
Legend
123 - AM Peak Hour Traffic Volumes 2
(123) - PM Peak Hour Traffic Volumes
84 Lumber Truss Plant TIA
Frederick County, VA
PROJECT NO.
130155-01-003
2023 No Build
Peak Hour Traffic Volumes
EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate Dwy
73
100%45%
(100%)100%100%45%
45%(45%)
55%
55%(55%)55%
NOT TO SCALE
Legend
123 - AM Peak Hour Traffic Volumes 3
(123) - PM Peak Hour Traffic Volumes
84 Lumber Truss Plant TIA
Frederick County, VA
PROJECT NO.
130155-01-003
Trip Distribution
EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate DwySite Dwy74
(42)(15)
20 33 (33)15
(19)9
18
(23)11 (18)
NOT TO SCALE
Legend
123 - AM Peak Hour Traffic Volumes 4
(123) - PM Peak Hour Traffic Volumes
84 Lumber Truss Plant TIA
Frederick County, VA
PROJECT NO.
130155-01-003
Site Trips
EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate DwySite Dwy75
(0)(42)(20)(292)(0)0 (0)
0 20 33 (33)20 355 0 3 (0)
21 (16)2 (1)
(0)0 (34)17
(54)27 (0)8 31 247 1
(62)22 (29)(537)(0)
NOT TO SCALE
Legend
123 - AM Peak Hour Traffic Volumes 5
(123) - PM Peak Hour Traffic Volumes
84 Lumber Truss Plant TIA
Frederick County, VA
PROJECT NO.
130155-01-003
2023 Build
Peak Hour Traffic Volumes
EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate DwySite Dwy76
Appendix D
Existing (2022) Capacity Analysis
77
Lanes, Volumes, Timings 2022 Existing AM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2022 Existing AM Synchro 10 Report
MJY Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5
Future Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13
Grade (%) -2% 2% 1% -1%
Storage Length (ft) 0 290 0 0 90 0 175 275
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 25 25 0 0
Link Speed (mph) 25 25 45 45
Link Distance (ft) 733 347 793 874
Travel Time (s) 20.0 9.5 12.0 13.2
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79
Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20%
Shared Lane Traffic (%)
Sign Control Stop Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.0% ICU Level of Service A
Analysis Period (min) 15
78
HCM 6th TWSC 2022 Existing AM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2022 Existing AM Synchro 10 Report
MJY Page 2
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5
Future Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 290 - - - 90 - - 175 - 275
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - -2 - - 2 - - 1 - - -1 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20
Mvmt Flow 10 10 14 3 4 0 16 306 1 0 441 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 782 780 441 795 786 307 447 0 0 307 0 0
Stage 1 441 441 - 339 339 - - - - - - -
Stage 2 341 339 - 456 447 - - - - - - -
Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - -
Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - -
Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - -
Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - -
Pot Cap-1 Maneuver 311 314 564 233 299 725 886 - - 1265 - -
Stage 1 581 546 - 565 620 - - - - - - -
Stage 2 653 603 - 477 549 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 304 308 564 219 294 725 886 - - 1265 - -
Mov Cap-2 Maneuver 304 308 - 219 294 - - - - - - -
Stage 1 571 546 - 555 609 - - - - - - -
Stage 2 637 592 - 457 549 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 15.1 19.2 0.5 0
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 886 - - 306 564 259 1265 - -
HCM Lane V/C Ratio 0.019 - - 0.066 0.025 0.024 - - -
HCM Control Delay (s) 9.1 - - 17.6 11.5 19.2 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0.1 0 - -
79
SimTraffic Simulation Summary 2022 Existing AM
04/18/2022
2022 Existing AM SimTraffic Report
MJY Page 1
Summary of All Intervals
Run Number 1 10 2 3 4 5 6
Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45
End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00
Total Time (min) 75 75 75 75 75 75 75
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 672 621 653 657 583 612 616
Vehs Exited 676 623 647 655 586 616 616
Starting Vehs 5 6 5 5 7 9 5
Ending Vehs 1 4 11 7 4 5 5
Travel Distance (mi) 210 194 203 204 182 192 192
Travel Time (hr) 5.4 4.8 5.1 5.1 4.5 4.8 4.7
Total Delay (hr) 0.4 0.3 0.3 0.3 0.3 0.3 0.2
Total Stops 47 35 34 41 35 36 32
Fuel Used (gal) 6.2 5.6 6.1 5.9 5.2 5.7 5.6
Summary of All Intervals
Run Number 7 8 9 Avg
Start Time 7:45 7:45 7:45 7:45
End Time 9:00 9:00 9:00 9:00
Total Time (min) 75 75 75 75
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 661 645 633 637
Vehs Exited 665 647 633 636
Starting Vehs 7 6 3 5
Ending Vehs 3 4 3 5
Travel Distance (mi) 207 201 198 198
Travel Time (hr) 5.2 5.0 5.0 5.0
Total Delay (hr) 0.3 0.3 0.3 0.3
Total Stops 43 35 37 39
Fuel Used (gal) 6.0 5.8 5.8 5.8
Interval #0 Information Seeding
Start Time 7:45
End Time 8:00
Total Time (min) 15
Volumes adjusted by Growth Factors.
No data recorded this interval.
80
SimTraffic Simulation Summary 2022 Existing AM
04/18/2022
2022 Existing AM SimTraffic Report
MJY Page 2
Interval #1 Information 1
Start Time 8:00
End Time 8:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 150 141 133 147 139 146 119
Vehs Exited 148 138 132 147 143 152 123
Starting Vehs 5 6 5 5 7 9 5
Ending Vehs 7 9 6 5 3 3 1
Travel Distance (mi) 46 43 41 45 44 47 38
Travel Time (hr) 1.2 1.1 1.0 1.2 1.1 1.2 0.9
Total Delay (hr) 0.1 0.0 0.1 0.1 0.1 0.1 0.0
Total Stops 11 4 10 14 8 9 7
Fuel Used (gal) 1.4 1.2 1.3 1.3 1.2 1.4 1.1
Interval #1 Information 1
Start Time 8:00
End Time 8:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 165 140 153 144
Vehs Exited 167 141 149 144
Starting Vehs 7 6 3 5
Ending Vehs 5 5 7 5
Travel Distance (mi) 52 43 47 45
Travel Time (hr) 1.3 1.1 1.2 1.1
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 9 10 8 10
Fuel Used (gal) 1.5 1.3 1.4 1.3
81
SimTraffic Simulation Summary 2022 Existing AM
04/18/2022
2022 Existing AM SimTraffic Report
MJY Page 3
Interval #2 Information 2
Start Time 8:15
End Time 8:30
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 1 10 2 3 4 5 6
Vehs Entered 214 186 200 197 183 220 200
Vehs Exited 215 188 201 197 184 212 196
Starting Vehs 7 9 6 5 3 3 1
Ending Vehs 6 7 5 5 2 11 5
Travel Distance (mi) 68 58 63 61 58 68 62
Travel Time (hr) 1.8 1.5 1.6 1.6 1.4 1.7 1.5
Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 17 12 6 15 5 10 13
Fuel Used (gal) 2.0 1.7 1.9 1.8 1.6 2.0 1.8
Interval #2 Information 2
Start Time 8:15
End Time 8:30
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 7 8 9 Avg
Vehs Entered 218 203 194 203
Vehs Exited 214 201 197 200
Starting Vehs 5 5 7 5
Ending Vehs 9 7 4 5
Travel Distance (mi) 67 62 61 63
Travel Time (hr) 1.7 1.6 1.6 1.6
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 17 11 16 14
Fuel Used (gal) 2.0 1.8 1.8 1.9
82
SimTraffic Simulation Summary 2022 Existing AM
04/18/2022
2022 Existing AM SimTraffic Report
MJY Page 4
Interval #3 Information 3
Start Time 8:30
End Time 8:45
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 142 139 148 152 130 112 140
Vehs Exited 146 138 150 152 125 123 141
Starting Vehs 6 7 5 5 2 11 5
Ending Vehs 2 8 3 5 7 0 4
Travel Distance (mi) 45 43 46 48 40 36 44
Travel Time (hr) 1.1 1.1 1.1 1.2 1.0 0.9 1.1
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0
Total Stops 11 10 5 4 10 7 5
Fuel Used (gal) 1.4 1.3 1.3 1.3 1.2 1.1 1.3
Interval #3 Information 3
Start Time 8:30
End Time 8:45
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 136 153 128 138
Vehs Exited 140 159 129 141
Starting Vehs 9 7 4 5
Ending Vehs 5 1 3 4
Travel Distance (mi) 43 49 40 43
Travel Time (hr) 1.1 1.2 1.0 1.1
Total Delay (hr) 0.1 0.1 0.0 0.1
Total Stops 6 6 5 7
Fuel Used (gal) 1.2 1.4 1.1 1.3
83
SimTraffic Simulation Summary 2022 Existing AM
04/18/2022
2022 Existing AM SimTraffic Report
MJY Page 5
Interval #4 Information 4
Start Time 8:45
End Time 9:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 166 155 172 161 131 134 157
Vehs Exited 167 159 164 159 134 129 156
Starting Vehs 2 8 3 5 7 0 4
Ending Vehs 1 4 11 7 4 5 5
Travel Distance (mi) 52 49 53 50 41 41 49
Travel Time (hr) 1.3 1.2 1.4 1.2 1.0 1.0 1.2
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0
Total Stops 8 9 13 8 12 10 7
Fuel Used (gal) 1.5 1.4 1.6 1.4 1.2 1.2 1.4
Interval #4 Information 4
Start Time 8:45
End Time 9:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 142 149 158 152
Vehs Exited 144 146 158 150
Starting Vehs 5 1 3 4
Ending Vehs 3 4 3 5
Travel Distance (mi) 45 46 50 48
Travel Time (hr) 1.1 1.1 1.2 1.2
Total Delay (hr) 0.0 0.0 0.1 0.1
Total Stops 11 8 8 8
Fuel Used (gal) 1.3 1.3 1.5 1.4
84
Queuing and Blocking Report 2022 Existing AM
04/18/2022
2022 Existing AM SimTraffic Report
MJY Page 6
Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy
Movement EB EB WB NB
Directions Served LT R LTR L
Maximum Queue (ft) 62 59 48 42
Average Queue (ft) 15 11 6 4
95th Queue (ft) 47 40 31 23
Link Distance (ft) 687 312
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290 90
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
85
Lanes, Volumes, Timings 2022 Existing PM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2022 Existing PM Synchro 10 Report
MJY Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5
Future Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13
Grade (%) -2% 2% 1% -1%
Storage Length (ft) 0 290 0 0 90 0 175 275
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 25 25 0 0
Link Speed (mph) 25 25 45 45
Link Distance (ft) 810 347 793 874
Travel Time (s) 22.1 9.5 12.0 13.2
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20%
Shared Lane Traffic (%)
Sign Control Stop Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.7% ICU Level of Service A
Analysis Period (min) 15
86
HCM 6th TWSC 2022 Existing PM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2022 Existing PM Synchro 10 Report
MJY Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5
Future Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 290 - - - 90 - - 175 - 275
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - -2 - - 2 - - 1 - - -1 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20
Mvmt Flow 16 0 41 1 0 0 12 560 0 0 304 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 888 888 304 911 893 560 309 0 0 560 0 0
Stage 1 304 304 - 584 584 - - - - - - -
Stage 2 584 584 - 327 309 - - - - - - -
Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - -
Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - -
Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - -
Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - -
Pot Cap-1 Maneuver 292 314 741 232 256 515 1166 - - 1021 - -
Stage 1 730 689 - 470 470 - - - - - - -
Stage 2 531 535 - 665 641 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 290 311 741 217 253 515 1166 - - 1021 - -
Mov Cap-2 Maneuver 290 311 - 217 253 - - - - - - -
Stage 1 723 689 - 465 465 - - - - - - -
Stage 2 526 530 - 628 641 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 12.3 21.7 0.2 0
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 1166 - - 290 741 217 1021 - -
HCM Lane V/C Ratio 0.01 - - 0.055 0.056 0.005 - - -
HCM Control Delay (s) 8.1 - - 18.1 10.1 21.7 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 0 - -
87
SimTraffic Simulation Summary 2022 Existing PM
04/18/2022
2022 Existing PM SimTraffic Report
MJY Page 1
Summary of All Intervals
Run Number 1 10 2 3 4 5 6
Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00
End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15
Total Time (min) 75 75 75 75 75 75 75
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 908 822 891 882 892 900 851
Vehs Exited 903 826 893 889 889 907 852
Starting Vehs 5 7 9 9 8 12 7
Ending Vehs 10 3 7 2 11 5 6
Travel Distance (mi) 285 260 281 279 281 285 269
Travel Time (hr) 7.2 6.6 7.1 7.0 7.1 7.2 6.7
Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4
Total Stops 61 60 60 56 54 63 45
Fuel Used (gal) 8.4 7.5 8.1 8.0 8.0 8.3 7.7
Summary of All Intervals
Run Number 7 8 9 Avg
Start Time 4:00 4:00 4:00 4:00
End Time 5:15 5:15 5:15 5:15
Total Time (min) 75 75 75 75
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 831 897 905 878
Vehs Exited 832 900 903 880
Starting Vehs 7 10 3 7
Ending Vehs 6 7 5 6
Travel Distance (mi) 262 283 285 277
Travel Time (hr) 6.6 7.1 7.2 7.0
Total Delay (hr) 0.4 0.5 0.5 0.5
Total Stops 47 59 55 55
Fuel Used (gal) 7.5 8.3 8.1 8.0
Interval #0 Information Seeding
Start Time 4:00
End Time 4:15
Total Time (min) 15
Volumes adjusted by Growth Factors.
No data recorded this interval.
88
SimTraffic Simulation Summary 2022 Existing PM
04/18/2022
2022 Existing PM SimTraffic Report
MJY Page 2
Interval #1 Information 1
Start Time 4:15
End Time 4:30
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 227 193 221 232 196 191 189
Vehs Exited 228 195 222 232 199 195 188
Starting Vehs 5 7 9 9 8 12 7
Ending Vehs 4 5 8 9 5 8 8
Travel Distance (mi) 71 61 70 72 62 61 60
Travel Time (hr) 1.8 1.6 1.7 1.8 1.5 1.6 1.5
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 12 15 14 17 13 14 14
Fuel Used (gal) 2.0 1.7 2.0 2.1 1.8 1.8 1.7
Interval #1 Information 1
Start Time 4:15
End Time 4:30
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 206 221 214 210
Vehs Exited 208 221 210 210
Starting Vehs 7 10 3 7
Ending Vehs 5 10 7 7
Travel Distance (mi) 66 69 67 66
Travel Time (hr) 1.6 1.8 1.7 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 12 15 11 13
Fuel Used (gal) 1.9 2.0 1.8 1.9
89
SimTraffic Simulation Summary 2022 Existing PM
04/18/2022
2022 Existing PM SimTraffic Report
MJY Page 3
Interval #2 Information 2
Start Time 4:30
End Time 4:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 1 10 2 3 4 5 6
Vehs Entered 258 205 222 223 240 277 250
Vehs Exited 258 205 221 226 242 275 246
Starting Vehs 4 5 8 9 5 8 8
Ending Vehs 4 5 9 6 3 10 12
Travel Distance (mi) 81 65 70 71 76 87 79
Travel Time (hr) 2.0 1.6 1.8 1.8 1.9 2.3 2.0
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1
Total Stops 15 13 21 13 13 24 15
Fuel Used (gal) 2.4 1.9 2.1 2.0 2.1 2.6 2.3
Interval #2 Information 2
Start Time 4:30
End Time 4:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 7 8 9 Avg
Vehs Entered 245 227 240 239
Vehs Exited 239 230 240 239
Starting Vehs 5 10 7 7
Ending Vehs 11 7 7 7
Travel Distance (mi) 76 72 75 75
Travel Time (hr) 1.9 1.8 1.9 1.9
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 15 14 16 16
Fuel Used (gal) 2.2 2.1 2.1 2.2
90
SimTraffic Simulation Summary 2022 Existing PM
04/18/2022
2022 Existing PM SimTraffic Report
MJY Page 4
Interval #3 Information 3
Start Time 4:45
End Time 5:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 217 196 218 224 226 211 207
Vehs Exited 216 196 220 224 219 215 210
Starting Vehs 4 5 9 6 3 10 12
Ending Vehs 5 5 7 6 10 6 9
Travel Distance (mi) 69 62 70 71 70 67 65
Travel Time (hr) 1.7 1.6 1.8 1.7 1.7 1.6 1.6
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 15 15 14 13 9 12 10
Fuel Used (gal) 2.0 1.8 2.0 2.1 2.0 1.9 1.9
Interval #3 Information 3
Start Time 4:45
End Time 5:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 190 191 228 212
Vehs Exited 197 192 227 212
Starting Vehs 11 7 7 7
Ending Vehs 4 6 8 7
Travel Distance (mi) 61 61 72 67
Travel Time (hr) 1.5 1.5 1.8 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 6 14 15 12
Fuel Used (gal) 1.7 1.8 2.1 1.9
91
SimTraffic Simulation Summary 2022 Existing PM
04/18/2022
2022 Existing PM SimTraffic Report
MJY Page 5
Interval #4 Information 4
Start Time 5:00
End Time 5:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 206 228 230 203 230 221 205
Vehs Exited 201 230 230 207 229 222 208
Starting Vehs 5 5 7 6 10 6 9
Ending Vehs 10 3 7 2 11 5 6
Travel Distance (mi) 64 72 72 64 72 69 65
Travel Time (hr) 1.6 1.8 1.8 1.6 1.9 1.7 1.6
Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1
Total Stops 19 17 11 13 19 13 6
Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.8
Interval #4 Information 4
Start Time 5:00
End Time 5:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 190 258 223 220
Vehs Exited 188 257 226 220
Starting Vehs 4 6 8 7
Ending Vehs 6 7 5 6
Travel Distance (mi) 59 81 71 69
Travel Time (hr) 1.5 2.0 1.8 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 14 16 13 14
Fuel Used (gal) 1.7 2.4 2.1 2.0
92
Queuing and Blocking Report 2022 Existing PM
04/18/2022
2022 Existing PM SimTraffic Report
MJY Page 6
Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy
Movement EB EB WB NB
Directions Served LT R LTR L
Maximum Queue (ft) 32 53 24 20
Average Queue (ft) 10 19 1 2
95th Queue (ft) 31 43 10 12
Link Distance (ft) 764 312
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290 90
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
93
Appendix E
No Build (2023) Capacity Analysis
94
Lanes, Volumes, Timings 2023 No Build AM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 No Build AM Synchro 10 Report
MJY Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5
Future Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13
Grade (%) -2% 2% 1% -1%
Storage Length (ft) 0 290 0 0 90 0 175 275
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 25 25 0 0
Link Speed (mph) 25 25 45 45
Link Distance (ft) 898 347 793 874
Travel Time (s) 24.5 9.5 12.0 13.2
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20%
Shared Lane Traffic (%)
Sign Control Stop Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.4% ICU Level of Service A
Analysis Period (min) 15
95
HCM 6th TWSC 2023 No Build AM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 No Build AM Synchro 10 Report
MJY Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5
Future Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 290 - - - 90 - - 175 - 275
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - -2 - - 2 - - 1 - - -1 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20
Mvmt Flow 9 9 13 2 3 0 15 281 1 0 403 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 716 715 403 729 721 282 409 0 0 282 0 0
Stage 1 403 403 - 312 312 - - - - - - -
Stage 2 313 312 - 417 409 - - - - - - -
Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - -
Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - -
Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - -
Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - -
Pot Cap-1 Maneuver 343 342 593 262 328 750 918 - - 1292 - -
Stage 1 607 567 - 587 639 - - - - - - -
Stage 2 674 619 - 505 573 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 336 337 593 248 323 750 918 - - 1292 - -
Mov Cap-2 Maneuver 336 337 - 248 323 - - - - - - -
Stage 1 597 567 - 578 629 - - - - - - -
Stage 2 659 609 - 486 573 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 14.2 17.8 0.4 0
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 918 - - 336 593 288 1292 - -
HCM Lane V/C Ratio 0.016 - - 0.054 0.021 0.02 - - -
HCM Control Delay (s) 9 - - 16.3 11.2 17.8 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - -
96
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MJY Page 1
Summary of All Intervals
Run Number 1 10 2 3 4 5 6
Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45
End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00
Total Time (min) 75 75 75 75 75 75 75
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 688 653 673 666 587 623 631
Vehs Exited 688 656 668 664 589 627 631
Starting Vehs 5 7 5 5 7 9 5
Ending Vehs 5 4 10 7 5 5 5
Travel Distance (mi) 216 206 211 209 184 197 198
Travel Time (hr) 5.5 5.2 5.3 5.2 4.6 5.0 4.9
Total Delay (hr) 0.4 0.3 0.3 0.3 0.2 0.3 0.2
Total Stops 51 32 41 38 34 38 28
Fuel Used (gal) 6.4 6.0 6.2 6.0 5.3 5.8 5.7
Summary of All Intervals
Run Number 7 8 9 Avg
Start Time 7:45 7:45 7:45 7:45
End Time 9:00 9:00 9:00 9:00
Total Time (min) 75 75 75 75
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 655 670 640 648
Vehs Exited 659 669 638 649
Starting Vehs 7 6 3 5
Ending Vehs 3 7 5 5
Travel Distance (mi) 207 210 201 204
Travel Time (hr) 5.1 5.2 5.1 5.1
Total Delay (hr) 0.3 0.3 0.3 0.3
Total Stops 35 40 32 36
Fuel Used (gal) 6.0 6.1 5.8 5.9
Interval #0 Information Seeding
Start Time 7:45
End Time 8:00
Total Time (min) 15
Volumes adjusted by Growth Factors.
No data recorded this interval.
97
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MJY Page 2
Interval #1 Information 1
Start Time 8:00
End Time 8:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 166 145 149 163 143 151 138
Vehs Exited 163 144 144 162 147 156 140
Starting Vehs 5 7 5 5 7 9 5
Ending Vehs 8 8 10 6 3 4 3
Travel Distance (mi) 52 45 46 51 45 49 44
Travel Time (hr) 1.3 1.1 1.2 1.3 1.1 1.2 1.1
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 10 8 10 12 10 9 6
Fuel Used (gal) 1.5 1.3 1.4 1.5 1.3 1.5 1.3
Interval #1 Information 1
Start Time 8:00
End Time 8:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 170 148 169 155
Vehs Exited 171 149 165 153
Starting Vehs 7 6 3 5
Ending Vehs 6 5 7 5
Travel Distance (mi) 53 46 53 48
Travel Time (hr) 1.3 1.2 1.3 1.2
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 8 10 6 9
Fuel Used (gal) 1.5 1.4 1.5 1.4
98
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MJY Page 3
Interval #2 Information 2
Start Time 8:15
End Time 8:30
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 1 10 2 3 4 5 6
Vehs Entered 202 182 188 178 153 200 188
Vehs Exited 204 183 192 181 153 198 184
Starting Vehs 8 8 10 6 3 4 3
Ending Vehs 6 7 6 3 3 6 7
Travel Distance (mi) 64 58 60 56 49 63 59
Travel Time (hr) 1.7 1.4 1.5 1.4 1.2 1.6 1.4
Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 17 6 8 10 3 14 10
Fuel Used (gal) 1.9 1.7 1.7 1.6 1.3 1.9 1.7
Interval #2 Information 2
Start Time 8:15
End Time 8:30
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 7 8 9 Avg
Vehs Entered 190 190 171 184
Vehs Exited 187 187 177 185
Starting Vehs 6 5 7 5
Ending Vehs 9 8 1 5
Travel Distance (mi) 59 59 55 58
Travel Time (hr) 1.5 1.5 1.5 1.5
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 11 11 13 11
Fuel Used (gal) 1.8 1.7 1.7 1.7
99
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MJY Page 4
Interval #3 Information 3
Start Time 8:30
End Time 8:45
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 150 151 156 164 139 122 148
Vehs Exited 154 149 159 157 134 125 147
Starting Vehs 6 7 6 3 3 6 7
Ending Vehs 2 9 3 10 8 3 8
Travel Distance (mi) 48 47 49 51 43 39 46
Travel Time (hr) 1.2 1.2 1.2 1.3 1.1 0.9 1.1
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0
Total Stops 10 10 9 6 8 5 4
Fuel Used (gal) 1.4 1.4 1.4 1.4 1.2 1.1 1.4
Interval #3 Information 3
Start Time 8:30
End Time 8:45
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 144 170 132 148
Vehs Exited 148 176 130 148
Starting Vehs 9 8 1 5
Ending Vehs 5 2 3 5
Travel Distance (mi) 46 55 41 46
Travel Time (hr) 1.1 1.3 1.0 1.2
Total Delay (hr) 0.1 0.1 0.0 0.1
Total Stops 4 6 6 8
Fuel Used (gal) 1.3 1.6 1.1 1.3
100
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MJY Page 5
Interval #4 Information 4
Start Time 8:45
End Time 9:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 170 175 180 161 152 150 157
Vehs Exited 167 180 173 164 155 148 160
Starting Vehs 2 9 3 10 8 3 8
Ending Vehs 5 4 10 7 5 5 5
Travel Distance (mi) 53 56 56 51 48 47 50
Travel Time (hr) 1.3 1.4 1.4 1.2 1.2 1.2 1.2
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0
Total Stops 14 8 14 10 13 10 8
Fuel Used (gal) 1.6 1.6 1.7 1.5 1.4 1.3 1.4
Interval #4 Information 4
Start Time 8:45
End Time 9:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 151 162 168 161
Vehs Exited 153 157 166 162
Starting Vehs 5 2 3 5
Ending Vehs 3 7 5 5
Travel Distance (mi) 48 50 53 51
Travel Time (hr) 1.2 1.3 1.3 1.3
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 12 13 7 10
Fuel Used (gal) 1.4 1.5 1.5 1.5
101
Queuing and Blocking Report 2023 No Build AM
04/18/2022
2023 No Build AM SimTraffic Report
MJY Page 6
Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy
Movement EB EB WB NB
Directions Served LT R LTR L
Maximum Queue (ft) 62 52 45 44
Average Queue (ft) 14 11 6 3
95th Queue (ft) 43 39 27 21
Link Distance (ft) 852 312
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290 90
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
102
Lanes, Volumes, Timings 2023 No Build PM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 No Build PM Synchro 10 Report
MJY Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5
Future Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13
Grade (%) -2% 2% 1% -1%
Storage Length (ft) 0 290 0 0 90 0 175 275
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 25 25 0 0
Link Speed (mph) 25 25 45 45
Link Distance (ft) 889 347 793 874
Travel Time (s) 24.2 9.5 12.0 13.2
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20%
Shared Lane Traffic (%)
Sign Control Stop Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.3% ICU Level of Service A
Analysis Period (min) 15
103
HCM 6th TWSC 2023 No Build PM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 No Build PM Synchro 10 Report
MJY Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5
Future Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 290 - - - 90 - - 175 - 275
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - -2 - - 2 - - 1 - - -1 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20
Mvmt Flow 16 0 41 1 0 0 12 571 0 0 311 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 906 906 311 929 911 571 316 0 0 571 0 0
Stage 1 311 311 - 595 595 - - - - - - -
Stage 2 595 595 - 334 316 - - - - - - -
Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - -
Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - -
Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - -
Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - -
Pot Cap-1 Maneuver 284 308 735 226 250 508 1159 - - 1012 - -
Stage 1 724 685 - 463 464 - - - - - - -
Stage 2 524 529 - 659 636 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 282 305 735 212 248 508 1159 - - 1012 - -
Mov Cap-2 Maneuver 282 305 - 212 248 - - - - - - -
Stage 1 717 685 - 458 459 - - - - - - -
Stage 2 519 524 - 622 636 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 12.5 22.1 0.2 0
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 1159 - - 282 735 212 1012 - -
HCM Lane V/C Ratio 0.01 - - 0.057 0.056 0.005 - - -
HCM Control Delay (s) 8.1 - - 18.5 10.2 22.1 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 0 - -
104
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MJY Page 1
Summary of All Intervals
Run Number 1 10 2 3 4 5 6
Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00
End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15
Total Time (min) 75 75 75 75 75 75 75
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 922 829 891 889 906 900 893
Vehs Exited 917 832 893 892 903 907 895
Starting Vehs 5 7 9 9 8 12 8
Ending Vehs 10 4 7 6 11 5 6
Travel Distance (mi) 291 263 282 281 286 286 283
Travel Time (hr) 7.4 6.7 7.2 7.1 7.2 7.2 7.1
Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4
Total Stops 60 55 58 56 54 59 44
Fuel Used (gal) 8.5 7.5 8.1 8.1 8.2 8.2 8.1
Summary of All Intervals
Run Number 7 8 9 Avg
Start Time 4:00 4:00 4:00 4:00
End Time 5:15 5:15 5:15 5:15
Total Time (min) 75 75 75 75
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 849 918 912 891
Vehs Exited 849 921 911 892
Starting Vehs 7 10 3 7
Ending Vehs 7 7 4 7
Travel Distance (mi) 269 290 288 282
Travel Time (hr) 6.8 7.3 7.3 7.1
Total Delay (hr) 0.4 0.5 0.5 0.5
Total Stops 48 59 52 54
Fuel Used (gal) 7.7 8.5 8.2 8.1
Interval #0 Information Seeding
Start Time 4:00
End Time 4:15
Total Time (min) 15
Volumes adjusted by Growth Factors.
No data recorded this interval.
105
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MJY Page 2
Interval #1 Information 1
Start Time 4:15
End Time 4:30
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 234 193 221 232 203 191 210
Vehs Exited 235 195 222 232 207 195 210
Starting Vehs 5 7 9 9 8 12 8
Ending Vehs 4 5 8 9 4 8 8
Travel Distance (mi) 74 61 70 73 65 61 67
Travel Time (hr) 1.9 1.6 1.7 1.8 1.6 1.6 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 12 16 14 17 15 12 14
Fuel Used (gal) 2.1 1.7 2.0 2.1 1.9 1.7 1.9
Interval #1 Information 1
Start Time 4:15
End Time 4:30
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 206 228 214 214
Vehs Exited 208 228 210 214
Starting Vehs 7 10 3 7
Ending Vehs 5 10 7 7
Travel Distance (mi) 66 72 67 68
Travel Time (hr) 1.6 1.8 1.7 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 12 17 10 13
Fuel Used (gal) 1.9 2.1 1.9 1.9
106
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MJY Page 3
Interval #2 Information 2
Start Time 4:30
End Time 4:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 1 10 2 3 4 5 6
Vehs Entered 258 205 222 223 247 277 257
Vehs Exited 258 205 222 226 249 275 259
Starting Vehs 4 5 8 9 4 8 8
Ending Vehs 4 5 8 6 2 10 6
Travel Distance (mi) 82 65 70 71 78 88 82
Travel Time (hr) 2.0 1.6 1.8 1.8 2.0 2.3 2.1
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1
Total Stops 15 13 20 13 12 24 12
Fuel Used (gal) 2.4 1.9 2.1 2.0 2.2 2.6 2.4
Interval #2 Information 2
Start Time 4:30
End Time 4:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 7 8 9 Avg
Vehs Entered 245 234 240 241
Vehs Exited 242 237 240 241
Starting Vehs 5 10 7 7
Ending Vehs 8 7 7 6
Travel Distance (mi) 77 74 76 76
Travel Time (hr) 1.9 1.8 2.0 1.9
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 14 14 16 16
Fuel Used (gal) 2.2 2.1 2.2 2.2
107
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MJY Page 4
Interval #3 Information 3
Start Time 4:45
End Time 5:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 224 203 218 227 226 211 214
Vehs Exited 223 203 219 224 218 215 210
Starting Vehs 4 5 8 6 2 10 6
Ending Vehs 5 5 7 9 10 6 10
Travel Distance (mi) 71 64 70 71 71 67 67
Travel Time (hr) 1.8 1.6 1.8 1.7 1.7 1.6 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 14 8 13 13 8 10 10
Fuel Used (gal) 2.0 1.8 2.0 2.0 1.9 1.9 1.9
Interval #3 Information 3
Start Time 4:45
End Time 5:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 205 198 228 215
Vehs Exited 208 198 227 214
Starting Vehs 8 7 7 6
Ending Vehs 5 7 8 7
Travel Distance (mi) 65 63 72 68
Travel Time (hr) 1.6 1.6 1.8 1.7
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 9 14 13 11
Fuel Used (gal) 1.9 1.9 2.1 2.0
108
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MJY Page 5
Interval #4 Information 4
Start Time 5:00
End Time 5:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 206 228 230 207 230 221 212
Vehs Exited 201 229 230 210 229 222 216
Starting Vehs 5 5 7 9 10 6 10
Ending Vehs 10 4 7 6 11 5 6
Travel Distance (mi) 64 72 72 65 72 70 67
Travel Time (hr) 1.7 1.8 1.8 1.7 1.9 1.7 1.6
Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1
Total Stops 19 18 11 13 19 13 8
Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.9
Interval #4 Information 4
Start Time 5:00
End Time 5:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 193 258 230 222
Vehs Exited 191 258 234 221
Starting Vehs 5 7 8 7
Ending Vehs 7 7 4 7
Travel Distance (mi) 61 81 73 70
Travel Time (hr) 1.5 2.0 1.8 1.8
Total Delay (hr) 0.1 0.2 0.1 0.1
Total Stops 13 14 13 14
Fuel Used (gal) 1.8 2.4 2.1 2.0
109
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MJY Page 6
Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy
Movement EB EB WB NB
Directions Served LT R LTR L
Maximum Queue (ft) 32 53 24 22
Average Queue (ft) 10 19 1 2
95th Queue (ft) 31 42 10 13
Link Distance (ft) 843 312
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290 90
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
110
Appendix F
Build (2023) Capacity Analysis
111
Lanes, Volumes, Timings 2023 Build AM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 Build AM Synchro 10 Report
MJY Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20
Future Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13
Grade (%) -2% 2% 1% -1%
Storage Length (ft) 0 290 0 0 90 0 175 275
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 25 25 0 0
Link Speed (mph) 25 25 45 45
Link Distance (ft) 535 347 793 874
Travel Time (s) 14.6 9.5 12.0 13.2
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20%
Shared Lane Traffic (%)
Sign Control Stop Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.4% ICU Level of Service A
Analysis Period (min) 15
112
HCM 6th TWSC 2023 Build AM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 Build AM Synchro 10 Report
MJY Page 2
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20
Future Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 290 - - - 90 - - 175 - 275
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - -2 - - 2 - - 1 - - -1 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20
Mvmt Flow 19 9 25 2 3 0 35 281 1 0 403 23
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 756 755 403 784 778 282 426 0 0 282 0 0
Stage 1 403 403 - 352 352 - - - - - - -
Stage 2 353 352 - 432 426 - - - - - - -
Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - -
Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - -
Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - -
Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - -
Pot Cap-1 Maneuver 324 325 593 238 303 750 904 - - 1292 - -
Stage 1 607 567 - 554 611 - - - - - - -
Stage 2 644 595 - 494 562 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 312 312 593 216 291 750 904 - - 1292 - -
Mov Cap-2 Maneuver 312 312 - 216 291 - - - - - - -
Stage 1 583 567 - 532 587 - - - - - - -
Stage 2 615 572 - 466 562 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 14.7 19.4 1 0
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 904 - - 312 593 256 1292 - -
HCM Lane V/C Ratio 0.039 - - 0.091 0.042 0.022 - - -
HCM Control Delay (s) 9.1 - - 17.7 11.3 19.4 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0.1 - - 0.3 0.1 0.1 0 - -
113
Lanes, Volumes, Timings 2023 Build AM
2: Yardmaster Ct & Site Dwy 04/18/2022
2023 Build AM Synchro 10 Report
MJY Page 3
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 27 21 33 20 0
Future Volume (vph) 0 27 21 33 20 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Grade (%) -2% 2% 0%
Link Speed (mph) 25 25 25
Link Distance (ft) 451 535 256
Travel Time (s) 12.3 14.6 7.0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles (%) 2% 33% 38% 2% 2% 2%
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.3% ICU Level of Service A
Analysis Period (min) 15
114
HCM 6th TWSC 2023 Build AM
2: Yardmaster Ct & Site Dwy 04/18/2022
2023 Build AM Synchro 10 Report
MJY Page 4
Intersection
Int Delay, s/veh 1.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 27 21 33 20 0
Future Vol, veh/h 0 27 21 33 20 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - -2 2 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 33 38 2 2 2
Mvmt Flow 0 31 24 38 23 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 74 43
Stage 1 - - - - 43 -
Stage 2 - - - - 31 -
Critical Hdwy - - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - - - 3.518 3.318
Pot Cap-1 Maneuver 0 - - - 930 1027
Stage 1 0 - - - 979 -
Stage 2 0 - - - 992 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - 930 1027
Mov Cap-2 Maneuver - - - - 930 -
Stage 1 - - - - 979 -
Stage 2 - - - - 992 -
Approach EB WB SB
HCM Control Delay, s 0 0 9
HCM LOS A
Minor Lane/Major Mvmt EBT WBT WBRSBLn1
Capacity (veh/h) - - - 930
HCM Lane V/C Ratio - - - 0.024
HCM Control Delay (s) - - - 9
HCM Lane LOS - - - A
HCM 95th %tile Q(veh) - - - 0.1
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Summary of All Intervals
Run Number 1 10 2 3 4 5 6
Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45
End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00
Total Time (min) 75 75 75 75 75 75 75
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 771 725 747 682 715 696 737
Vehs Exited 768 724 744 684 716 696 741
Starting Vehs 6 4 4 6 7 5 7
Ending Vehs 9 5 7 4 6 5 3
Travel Distance (mi) 235 221 228 210 219 212 227
Travel Time (hr) 6.3 5.9 6.1 5.7 6.0 5.7 6.0
Total Delay (hr) 0.5 0.4 0.5 0.4 0.5 0.4 0.5
Total Stops 87 85 87 94 79 79 84
Fuel Used (gal) 7.3 6.9 7.0 6.6 6.7 6.6 7.0
Summary of All Intervals
Run Number 7 8 9 Avg
Start Time 7:45 7:45 7:45 7:45
End Time 9:00 9:00 9:00 9:00
Total Time (min) 75 75 75 75
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 678 726 680 716
Vehs Exited 675 733 681 715
Starting Vehs 3 10 5 4
Ending Vehs 6 3 4 4
Travel Distance (mi) 207 223 209 219
Travel Time (hr) 5.6 6.0 5.8 5.9
Total Delay (hr) 0.4 0.5 0.5 0.5
Total Stops 82 78 88 83
Fuel Used (gal) 6.4 7.0 6.7 6.8
Interval #0 Information Seeding
Start Time 7:45
End Time 8:00
Total Time (min) 15
Volumes adjusted by Growth Factors.
No data recorded this interval.
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MJY Page 2
Interval #1 Information 1
Start Time 8:00
End Time 8:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 199 173 174 195 161 149 163
Vehs Exited 199 169 174 194 164 151 163
Starting Vehs 6 4 4 6 7 5 7
Ending Vehs 6 8 4 7 4 3 7
Travel Distance (mi) 61 53 54 60 49 45 50
Travel Time (hr) 1.7 1.5 1.5 1.6 1.3 1.2 1.3
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 33 25 19 18 17 13 23
Fuel Used (gal) 2.0 1.6 1.7 1.9 1.5 1.4 1.6
Interval #1 Information 1
Start Time 8:00
End Time 8:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 179 173 167 172
Vehs Exited 177 173 169 174
Starting Vehs 3 10 5 4
Ending Vehs 5 10 3 5
Travel Distance (mi) 54 53 51 53
Travel Time (hr) 1.5 1.4 1.4 1.4
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 24 14 16 20
Fuel Used (gal) 1.7 1.6 1.6 1.7
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Interval #2 Information 2
Start Time 8:15
End Time 8:30
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 1 10 2 3 4 5 6
Vehs Entered 217 190 214 177 198 222 205
Vehs Exited 214 192 212 176 192 216 205
Starting Vehs 6 8 4 7 4 3 7
Ending Vehs 9 6 6 8 10 9 7
Travel Distance (mi) 65 58 65 54 59 66 63
Travel Time (hr) 1.7 1.5 1.7 1.5 1.6 1.9 1.7
Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.2 0.1
Total Stops 16 22 24 34 21 26 25
Fuel Used (gal) 1.9 1.8 2.0 1.7 1.8 2.1 1.9
Interval #2 Information 2
Start Time 8:15
End Time 8:30
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 7 8 9 Avg
Vehs Entered 192 203 191 201
Vehs Exited 191 207 187 200
Starting Vehs 5 10 3 5
Ending Vehs 6 6 7 5
Travel Distance (mi) 58 62 57 61
Travel Time (hr) 1.6 1.7 1.7 1.7
Total Delay (hr) 0.1 0.2 0.2 0.1
Total Stops 18 29 30 23
Fuel Used (gal) 1.8 2.1 1.9 1.9
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MJY Page 4
Interval #3 Information 3
Start Time 8:30
End Time 8:45
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 182 174 176 147 162 167 174
Vehs Exited 186 177 175 148 170 170 175
Starting Vehs 9 6 6 8 10 9 7
Ending Vehs 5 3 7 7 2 6 6
Travel Distance (mi) 56 53 55 46 52 52 53
Travel Time (hr) 1.5 1.4 1.4 1.2 1.4 1.4 1.4
Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Stops 21 18 15 20 14 21 21
Fuel Used (gal) 1.8 1.6 1.7 1.4 1.6 1.6 1.6
Interval #3 Information 3
Start Time 8:30
End Time 8:45
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 155 167 149 164
Vehs Exited 152 166 150 166
Starting Vehs 6 6 7 5
Ending Vehs 9 7 6 4
Travel Distance (mi) 47 52 47 51
Travel Time (hr) 1.2 1.4 1.2 1.4
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 16 12 15 16
Fuel Used (gal) 1.4 1.5 1.4 1.6
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Interval #4 Information 4
Start Time 8:45
End Time 9:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 173 188 183 163 194 158 195
Vehs Exited 169 186 183 166 190 159 198
Starting Vehs 5 3 7 7 2 6 6
Ending Vehs 9 5 7 4 6 5 3
Travel Distance (mi) 54 57 55 50 59 48 61
Travel Time (hr) 1.4 1.5 1.5 1.3 1.6 1.3 1.6
Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1
Total Stops 17 20 29 22 27 19 15
Fuel Used (gal) 1.6 1.8 1.7 1.6 1.9 1.5 1.9
Interval #4 Information 4
Start Time 8:45
End Time 9:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 152 183 173 176
Vehs Exited 155 187 175 177
Starting Vehs 9 7 6 4
Ending Vehs 6 3 4 4
Travel Distance (mi) 47 56 54 54
Travel Time (hr) 1.3 1.6 1.5 1.5
Total Delay (hr) 0.1 0.1 0.1 0.1
Total Stops 24 23 27 22
Fuel Used (gal) 1.5 1.7 1.8 1.7
120
Queuing and Blocking Report 2023 Build AM
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Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy
Movement EB EB WB NB NB SB
Directions Served LT R LTR L TR T
Maximum Queue (ft) 69 61 47 66 12 8
Average Queue (ft) 21 18 5 13 0 0
95th Queue (ft) 55 50 27 47 10 5
Link Distance (ft) 455 312 754 844
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290 90
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Intersection: 2: Yardmaster Ct & Site Dwy
Movement SB
Directions Served LR
Maximum Queue (ft) 38
Average Queue (ft) 16
95th Queue (ft) 41
Link Distance (ft) 226
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
121
Lanes, Volumes, Timings 2023 Build PM
1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022
2023 Build PM Synchro 10 Report
MJY Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20
Future Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13
Grade (%) -2% 2% 1% -1%
Storage Length (ft) 0 290 0 0 90 0 175 275
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 25 25 0 0
Link Speed (mph) 25 25 45 45
Link Distance (ft) 535 347 793 874
Travel Time (s) 14.6 9.5 12.0 13.2
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20%
Shared Lane Traffic (%)
Sign Control Stop Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.3% ICU Level of Service A
Analysis Period (min) 15
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HCM 6th TWSC 2023 Build PM
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MJY Page 2
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20
Future Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - 290 - - - 90 - - 175 - 275
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - -2 - - 2 - - 1 - - -1 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20
Mvmt Flow 36 0 66 1 0 0 31 571 0 0 311 21
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 944 944 311 988 965 571 332 0 0 571 0 0
Stage 1 311 311 - 633 633 - - - - - - -
Stage 2 633 633 - 355 332 - - - - - - -
Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - -
Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - -
Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - -
Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - -
Pot Cap-1 Maneuver 269 293 735 204 231 508 1143 - - 1012 - -
Stage 1 724 685 - 439 444 - - - - - - -
Stage 2 502 511 - 641 625 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 263 285 735 182 225 508 1143 - - 1012 - -
Mov Cap-2 Maneuver 263 285 - 182 225 - - - - - - -
Stage 1 704 685 - 427 432 - - - - - - -
Stage 2 488 497 - 583 625 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 14.1 24.9 0.4 0
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 1143 - - 263 735 182 1012 - -
HCM Lane V/C Ratio 0.027 - - 0.138 0.09 0.006 - - -
HCM Control Delay (s) 8.2 - - 20.9 10.4 24.9 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0.1 - - 0.5 0.3 0 0 - -
123
Lanes, Volumes, Timings 2023 Build PM
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2023 Build PM Synchro 10 Report
MJY Page 3
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 54 16 33 42 0
Future Volume (vph) 0 54 16 33 42 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Grade (%) -2% 2% 0%
Link Speed (mph) 25 25 25
Link Distance (ft) 451 535 256
Travel Time (s) 12.3 14.6 7.0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles (%) 2% 4% 18% 2% 2% 2%
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.3% ICU Level of Service A
Analysis Period (min) 15
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HCM 6th TWSC 2023 Build PM
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2023 Build PM Synchro 10 Report
MJY Page 4
Intersection
Int Delay, s/veh 2.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 54 16 33 42 0
Future Vol, veh/h 0 54 16 33 42 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - -2 2 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 4 18 2 2 2
Mvmt Flow 0 61 18 38 48 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 98 37
Stage 1 - - - - 37 -
Stage 2 - - - - 61 -
Critical Hdwy - - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - - - 3.518 3.318
Pot Cap-1 Maneuver 0 - - - 901 1035
Stage 1 0 - - - 985 -
Stage 2 0 - - - 962 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - 901 1035
Mov Cap-2 Maneuver - - - - 901 -
Stage 1 - - - - 985 -
Stage 2 - - - - 962 -
Approach EB WB SB
HCM Control Delay, s 0 0 9.2
HCM LOS A
Minor Lane/Major Mvmt EBT WBT WBRSBLn1
Capacity (veh/h) - - - 901
HCM Lane V/C Ratio - - - 0.053
HCM Control Delay (s) - - - 9.2
HCM Lane LOS - - - A
HCM 95th %tile Q(veh) - - - 0.2
125
SimTraffic Simulation Summary 2023 Build PM
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2023 Build PM SimTraffic Report
MJY Page 1
Summary of All Intervals
Run Number 1 10 2 3 4 5 6
Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00
End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15
Total Time (min) 75 75 75 75 75 75 75
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 1010 939 1002 1002 953 937 997
Vehs Exited 1012 944 1003 1000 956 938 1004
Starting Vehs 14 9 9 6 12 9 13
Ending Vehs 12 4 8 8 9 8 6
Travel Distance (mi) 317 296 315 314 299 294 315
Travel Time (hr) 8.8 8.2 8.5 8.8 8.0 7.9 8.5
Total Delay (hr) 0.8 0.7 0.7 0.8 0.6 0.6 0.8
Total Stops 171 166 139 161 129 137 141
Fuel Used (gal) 10.0 9.5 9.8 10.0 9.3 9.1 9.9
Summary of All Intervals
Run Number 7 8 9 Avg
Start Time 4:00 4:00 4:00 4:00
End Time 5:15 5:15 5:15 5:15
Total Time (min) 75 75 75 75
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 1014 944 988 978
Vehs Exited 1010 944 986 979
Starting Vehs 6 10 7 8
Ending Vehs 10 10 9 8
Travel Distance (mi) 317 295 310 307
Travel Time (hr) 8.6 8.1 8.6 8.4
Total Delay (hr) 0.7 0.7 0.8 0.7
Total Stops 148 136 164 149
Fuel Used (gal) 10.0 9.2 9.9 9.7
Interval #0 Information Seeding
Start Time 4:00
End Time 4:15
Total Time (min) 15
Volumes adjusted by Growth Factors.
No data recorded this interval.
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MJY Page 2
Interval #1 Information 1
Start Time 4:15
End Time 4:30
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 245 244 247 247 220 224 228
Vehs Exited 252 246 249 246 222 229 233
Starting Vehs 14 9 9 6 12 9 13
Ending Vehs 7 7 7 7 10 4 8
Travel Distance (mi) 78 77 78 77 69 72 73
Travel Time (hr) 2.1 2.1 2.1 2.1 1.8 1.9 1.9
Total Delay (hr) 0.2 0.2 0.2 0.2 0.1 0.1 0.1
Total Stops 40 36 32 36 29 30 30
Fuel Used (gal) 2.4 2.5 2.4 2.4 2.1 2.2 2.2
Interval #1 Information 1
Start Time 4:15
End Time 4:30
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 269 217 224 236
Vehs Exited 268 219 229 240
Starting Vehs 6 10 7 8
Ending Vehs 7 8 2 5
Travel Distance (mi) 85 69 72 75
Travel Time (hr) 2.3 1.9 2.0 2.0
Total Delay (hr) 0.2 0.2 0.2 0.2
Total Stops 41 33 40 34
Fuel Used (gal) 2.7 2.2 2.3 2.3
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Interval #2 Information 2
Start Time 4:30
End Time 4:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 1 10 2 3 4 5 6
Vehs Entered 259 210 241 241 235 256 255
Vehs Exited 261 208 240 236 233 251 256
Starting Vehs 7 7 7 7 10 4 8
Ending Vehs 5 9 8 12 12 9 7
Travel Distance (mi) 81 66 76 75 73 78 79
Travel Time (hr) 2.3 1.8 2.0 2.0 2.0 2.1 2.3
Total Delay (hr) 0.2 0.1 0.2 0.2 0.2 0.2 0.2
Total Stops 45 37 31 38 32 40 51
Fuel Used (gal) 2.5 2.1 2.3 2.3 2.3 2.5 2.6
Interval #2 Information 2
Start Time 4:30
End Time 4:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.
Run Number 7 8 9 Avg
Vehs Entered 277 239 269 248
Vehs Exited 278 235 264 247
Starting Vehs 7 8 2 5
Ending Vehs 6 12 7 7
Travel Distance (mi) 86 72 83 77
Travel Time (hr) 2.4 2.0 2.3 2.1
Total Delay (hr) 0.2 0.2 0.2 0.2
Total Stops 44 24 44 38
Fuel Used (gal) 2.7 2.2 2.6 2.4
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MJY Page 4
Interval #3 Information 3
Start Time 4:45
End Time 5:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 248 245 241 272 245 228 268
Vehs Exited 244 246 240 276 246 229 266
Starting Vehs 5 9 8 12 12 9 7
Ending Vehs 9 8 9 8 11 8 9
Travel Distance (mi) 77 78 75 87 77 72 84
Travel Time (hr) 2.1 2.2 2.0 2.5 2.1 1.9 2.2
Total Delay (hr) 0.2 0.2 0.2 0.3 0.2 0.1 0.2
Total Stops 40 45 35 47 34 33 26
Fuel Used (gal) 2.5 2.5 2.3 2.9 2.4 2.2 2.6
Interval #3 Information 3
Start Time 4:45
End Time 5:00
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 249 235 248 247
Vehs Exited 246 240 244 247
Starting Vehs 6 12 7 7
Ending Vehs 9 7 11 8
Travel Distance (mi) 77 74 78 78
Travel Time (hr) 2.1 2.1 2.2 2.1
Total Delay (hr) 0.2 0.2 0.2 0.2
Total Stops 29 37 41 36
Fuel Used (gal) 2.4 2.3 2.5 2.5
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MJY Page 5
Interval #4 Information 4
Start Time 5:00
End Time 5:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 1 10 2 3 4 5 6
Vehs Entered 258 240 273 242 253 229 246
Vehs Exited 255 244 274 242 255 229 249
Starting Vehs 9 8 9 8 11 8 9
Ending Vehs 12 4 8 8 9 8 6
Travel Distance (mi) 80 76 87 76 80 72 79
Travel Time (hr) 2.2 2.1 2.4 2.1 2.1 1.9 2.2
Total Delay (hr) 0.2 0.2 0.2 0.2 0.2 0.1 0.2
Total Stops 46 48 41 40 34 34 34
Fuel Used (gal) 2.6 2.4 2.8 2.4 2.4 2.2 2.5
Interval #4 Information 4
Start Time 5:00
End Time 5:15
Total Time (min) 15
Volumes adjusted by Growth Factors, Anti PHF.
Run Number 7 8 9 Avg
Vehs Entered 219 253 247 246
Vehs Exited 218 250 249 246
Starting Vehs 9 7 11 8
Ending Vehs 10 10 9 8
Travel Distance (mi) 69 80 78 78
Travel Time (hr) 1.9 2.2 2.1 2.1
Total Delay (hr) 0.2 0.2 0.2 0.2
Total Stops 34 42 39 39
Fuel Used (gal) 2.2 2.5 2.5 2.5
130
Queuing and Blocking Report 2023 Build PM
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2023 Build PM SimTraffic Report
MJY Page 6
Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy
Movement EB EB WB NB
Directions Served LT R LTR L
Maximum Queue (ft) 51 61 15 46
Average Queue (ft) 19 23 1 8
95th Queue (ft) 43 47 9 30
Link Distance (ft) 455 312
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290 90
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Yardmaster Ct & Site Dwy
Movement SB
Directions Served LR
Maximum Queue (ft) 55
Average Queue (ft) 25
95th Queue (ft) 51
Link Distance (ft) 226
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
131
Planning Commission
Agenda Item Detail
Meeting Date: July 20, 2022
Agenda Section: Public Hearings
Title: Ordinance Amendment - Backyard Chickens & Chicken Coops - (Mr. Klein)
Attachments:
PC07-20-22OABackyardChickens_ChickencCoops.pdf
132
COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
Fax: 540/ 665-6395
MEMORANDUM
TO: Frederick County Planning Commission
FROM: M. Tyler Klein, AICP, Senior Planner
SUBJECT: Ordinance Amendment – Backyard Chickens and Chicken Coops
DATE: July 7, 2022
Meeting Summary & Previous Action:
The Board of Supervisors at their June 8, 2022, meeting directed Planning and Development staff
to bring back for public hearing the ordinance amendment proposal to allow chickens in the RP
(Residential Performance), R4 (Planned Residential Community) and R5 (Residential Recreation
Community) Zoning Districts.
The Board of Supervisors previously held a public hearing on the proposed amendment on January
13, 2021 and did not approve the proposal.
Proposal:
The proposed amendment (as drafted in 2020) would allow single-family detached (SFD) lots
15,000 square feet (SF, or 0.34-acres) or greater to have up to a maximum of six (6) chickens by-
right through an administrative permit approved by the Department of Planning and Development.
Single-family attached lots (townhomes or duplexes), multi-family buildings, and lots less than
15,000 SF would be prohibited from keeping chickens. This amendment would also apply to lots
of 15,000 SF or greater in the R4 (Residential Planned Community) and R5 (Residential
Recreational Community) Zoning Districts as they also follow the RP District “Allowed Uses”
list. Additional regulations governing the proposed use are also proposed requiring the chickens
to be kept in an enclosed rear yard, chicken coops meeting the proposed setback requirements for
accessory structures and prohibiting the sale commercial of meat and eggs (i.e., restricted to
personal use only).
Staff would note that homeowners/community association rules and private restrictive covenants
that preclude the keeping of chickens in the above zoning districts for properties would continue
to apply.
Current Ordinance Standard:
The keeping of chickens is only allowed in the County’s RA (Rural Areas) Zoning District.
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Conclusion and Requested Action:
The attached document shows the proposed changes as drafted by Staff. Staff is seeking a
recommendation from the Planning Commission to forward to the Board of Supervisors on
the proposed ordinance amendment.
Attachments: 1. Revised ordinance with additions shown in bold underlined italics.
2. Potentially Eligible Lots for Chickens by Magisterial District (2022)
MTK/pd
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Draft Revised 9/25/2020
Chapter 165 – Zoning Ordinance
ARTICLE II
Supplementary Use Regulations; Parking; Buffers; and Regulations for Specific Uses
Part 204
Additional Regulations for Specific Uses
§165-204.36. Backyard Chickens; Chicken Coops in RP Zoning District
Backyard chickens and chicken coops located in the RP Residential Performance District shall meet
the following requirements:
A. The keeping of chickens (hens) shall be permitted as an accessory to single-family detached
residential uses and shall be permitted for personal use only. The commercial sale of meat or
eggs is prohibited.
B. The minimum lot size required for single-family detached residential lots to allow chickens
shall be 15,000 square feet (SF) or greater corresponding to Frederick County Tax Records
and/or a recorded plat. The maximum number of chickens allowed shall be up to six (6)
chickens at any one time. Townhomes, duplexes, multifamily buildings, garden apartments,
and single-family detached lots less than 15,000 square feet (SF) are prohibited from keeping
backyard chickens and chicken coops.
C. The keeping of roosters, turkeys, guinea fowl, and peacocks is prohibited.
D. Chicken coops shall be located to the rear of the residential dwelling and shall meet the
setbacks and building permit requirements for accessory structures in the RP zoning district
contained in §165-402.09(M). Where a residential lot is adjacent to common areas (open
space), stormwater management facilities, drainage easements, or streams, chicken coops shall
be setback at least 15-feet off the edge of the property lines and in no cases shall be located
within the limits of any easement.
E. Chicken coops are prohibited to-be-located in the front yard setback. Chickens and coops shall
not be visible from any public or private road right-of-way.
F. Areas designated for chickens (i.e., coops and pens) shall be completely enclosed to provide
protection from predators. No free-range chickens are allowed.
G. All pens and coops shall be kept clean and sanitary at all times. Pens and coops shall be
cleaned on a regular basis to prevent offensive odor. Chicken waste shall be stored in an
enclosed container and properly disposed of by the owner.
H. Chicken feed shall be stored in an enclosed container in a garage, shed, or residence to
discourage pests and predators.
I. An application, including a sketch of the property and approximate location of the pen or coop,
shall be submitted to and reviewed by the Department of Planning & Development prior to the
keeping of chickens. An application fee of $25 is required for processing.
*Note: Private covenants and/or homeowner associations may further restrict the keeping of backyard chickens/chicken
coops and should be carefully reviewed by the property owner before making an application to the County.
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Back Creek Gainesboro Opequon Shawnee Stonewall Red Bud
Occupied Lots 485 162 580 1560 537 800
Vacant Lots 59 18 25 92 47 80
Occupied Lots 1 1 0 2 2 0
Vacant Lots 0 0 0 2 29 0
Occupied Lots 1082 472 8 0 0 0
Vacant Lots 1759 358 44 0 0 0
Back Creek Gainesboro Opequon Shawnee Stonewall Red Bud
Occupied Lots 463 161 308 822 376 443
Vacant Lots 57 17 24 75 44 65
Occupied Lots 1 1 0 2 1 0
Vacant Lots 0 0 0 1 28 0
Occupied Lots 969 279 3 0 0 0
Vacant Lots 1525 201 43 0 0 0
Back Creek Gainesboro Opequon Shawnee Stonewall Red Bud
Occupied Lots 429 160 129 408 290 238
Vacant Lots 49 17 20 63 40 48
Occupied Lots 1 1 0 2 0 0
Vacant Lots 0 0 0 1 28 0
Occupied Lots 763 154 2 0 0 0
Vacant Lots 568 118 41 0 0 0
R5 Subdivisions # of potential lots
Lake Holiday 96
Timber Ridge Farms 123
Autumn Hills Estates 49
Lake Frederick 41
Great North Mountain 30
Shawneeland 887
Mtn Falls/Wilde Acres 380
Shawneeland/Duck Run 32
*Lots 15,000 SF or greater (0.34-acres)
RP
R4
R5
*Lots 15,000 SF or greater (0.34-acres)
**Occupied lots have existing residential dwelling present on site
RP
R4
R5
*Lots 17,424 SF or greater (0.40-acres)
**Occupied lots have existing residential dwelling present on site
RP
R4
R5
*Lots 21,780 SF or greater (0.50-acres)
**Occupied lots have existing residential dwelling present on site
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Planning Commission
Agenda Item Detail
Meeting Date: July 20, 2022
Agenda Section: Other
Title: Current Planning Applications
Attachments:
137