ncdot state tip project no. u-6003 12, 2018 memorandum to: w. al blanton, pe, pls project team lead...
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![Page 1: NCDOT State TIP Project No. U-6003 12, 2018 MEMORANDUM TO: W. Al Blanton, PE, PLS Project Team Lead Division 9 – Project Development North Carolina Department of Transportation FROM:](https://reader035.vdocuments.mx/reader035/viewer/2022062907/5aafeb957f8b9a6b308de87a/html5/thumbnails/1.jpg)
JANUARY 2018
PREPARED FOR
PREPARED BY
Final Report
NCDOT State TIP Project No. U-6003
New Route - North Main Street (NC 150) to Piney Grove Road (SR 1969)
North Main Street/ Piney Grove Road Connector
Kernersville, Forsyth County WBS #47138.1.1
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January 12, 2018
MEMORANDUM TO: W. Al Blanton, PE, PLS Project Team Lead Division 9 – Project Development North Carolina Department of Transportation FROM: Taruna Tayal, PMP VHB Engineering NC, P.C. SUBJECT: Traffic Forecast for U-6003 (Piney Grove Road Connector), Forsyth County
Please find attached the 2017 / 2040 Traffic Forecast for the above-mentioned project. TIP Project No. U-6003 proposes a new route which extends from NC 150 (North Main Street) to SR 1969 (Piney Grove Road) in Forsyth County, North Carolina. The project consists of construction for the NC 150 (North Main Street)/SR 1969 (Piney Grove Road) Connector, a new two-lane divided facility with bike accommodations and sidewalks. The project is located in eastern Forsyth County in Kernersville, NC. Subject project TIP U-6003 is included in the WSUAMPO 2040 MTP list. This project lies within the Winston Salem Urban Area MPO (WSUAMPO). According to the 2018-2027 NCDOT State Transportation Improvement Program (STIP) approved in August 2017, this project is programmed for construction in 2022. This forecast has been reviewed and approved by the Transportation Planning Branch on January 3, 2018.
Rochelle B. Joseph (Town of Kernersville Community Development Manager), Jeff Hatling (Town of Kernersville Community Development Director,) and James H. Upchurch (Winston Salem MPO Coordinator at NCDOT) were contacted for additional information regarding future developments and networks in the project area. The following scenarios are provided in this forecast:
1. 2017 Base Year No-Build 2. 2017 Base Year Build 3. 2040 Future Year No-Build 4. 2040 Future Year Build
Fiscal Constraint: Within an MPO, the future year forecasts assume construction of projects as listed within the MPO’s Metropolitan Transportation Plan (MTP, previously called LRTP). This forecast is consistent with Winston Salem Urban Area MPO’s current MTP, adopted (September 17, 2015). Projects in the MTP which may affect this facility include:
U-4734 - (Macy Grove Road Extension). This project is a new multi-lane divided facility between SR 1006 (E Mountain Street) and NC 150 (North Main Street).
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W Al Blanton Ref: 38679.02 January 12, 2018 Page 2
Future Conditions and Development Activity: Town of Kernersville provided detailed information regarding recommended developments in the area. 300+ acres “Land Use Plan – North Main Street Area Study” for the North Main/Macy Grove Extension Area Study was adopted by the Town of Kernersville for a portion of this area in March 2017. A combination of business support and an enhanced commercial node along North Main street and County Line Road were recommended for the underdeveloped areas along the subject project. To reflect this additional growth, ITE Trip Generation rates were applied to the estimated approved acreage of these facilities. Rates were determined using ITE regression formulas appropriate to the total build out (acreage and other units) of each development. There is moderate to extensive growth and development proposed in the study area between 2010 and 2040 in PTRM v4.2. Based on the household and employment data from the Regional Travel Demand Model, household growth is expected to be greater than 75% between these years, and employment growth will be between 25% and 75%.
Forecast Methodology: The Base Year No-Build traffic forecasts were developed primarily based upon traffic counts taken for this forecast, available historic traffic counts information was also reviewed. The Design Year 2040 traffic forecasts are developed based upon the modeling results, existing traffic data, as well as the expected traffic pattern change. The PTRM v4.2 (adopted on October 26, 2016) was used as a tool in the development of the traffic forecasts.
Interpolation: To determine any intermediate years straight-line interpolation may be used. AADT volumes may be extrapolated for up to two years immediately following 2040. If it is determined that any of these assumptions have become inconsistent with the project and surrounding area activity, please request updated projections at this location.
For future reference this forecast will be saved in Project Store in the LongRangePlanning\ Traffic Forecasts folder, under project U-6003.
If you have any questions or I can be of further assistance, please do not hesitate to call me at 919.741.5525, or e-mail me at [email protected].
cc: (via e-mail as PDF attachments): Doumit Y. Ishak, Congestion Management Brenda Moore, PE, CPM, Highway Design Branch Clark Morrison, PhD, PE, Pavement Management Diane K. Hampton, PE, Division 9 Planning Engineer Gregory Errett, Transportation Planner, City of Winston-Salem Michal L. Orr, Transportation Planning Division James H. Upchurch, Winston-Salem MPO Coordinator, NCDOT Keith G. Dixon, State Traffic Forecast Engineer, TPD Traffic Forecasting GIS Support File Copy: U-6003, Forsyth
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134
131
L E G E N D
###
K(d,t)PM
D
No. of Vehicles per Day
(VPD) in 100s
PM PM Peak HourD Peak Hour Directional Split (%)
Indicates Direction of D(d,t) Duals, TTSTs (%)K Design Hour Factor (%)X Movement Prohibited1- Less than 50 VPD
PROJECT: NC 150/ Piney Grove Connector
LOCATION: NC 150 (North Main Street) to SR 1969 (Piney Grove Road), Kennersville, NC
PREPARED BY: VHB Engineering NC, P.C.
DATE: 01/11/2018
COUNTY: Forsyth
DIVISION: 9
WBS: 47138.1.1
TIP: U‐6003
Scenario 1No-Build Alternative2017 Average Annual
Daily Traffic
9(3,2)
PM
60
9(3,2)
PM
60
9(3,2)
PM
60
1
4
3
PROJECT E
ND
102
89
10(2,1)
PM
65
9(2,1)
PM
65
23
10
SR 1969(Piney Grove Road)
1
11(2,1)PM
60
PROJECT S
TART
SR 2030(Linville
Springs Road)33
SR 1969(Piney Grove Road)
2 5
Macy Grove Road (U-4734)
SR 2036(Smith Edwards Road)
7(3,1)PM
65
New Connector
131
Proposed Roadway
Existing Roadway
Realigned Roadway
(North Main Street)
(North Main Street)
150
150
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117
164
119
L E G E N D
###
K(d,t)PM
D
No. of Vehicles per Day
(VPD) in 100s
PM PM Peak HourD Peak Hour Directional Split (%)
Indicates Direction of D(d,t) Duals, TTSTs (%)K Design Hour Factor (%)X Movement Prohibited1- Less than 50 VPD
PROJECT: NC 150/ Piney Grove Connector
LOCATION: NC 150 (North Main Street) to SR 1969 (Piney Grove Road), Kennersville, NC
PREPARED BY: VHB Engineering NC, P.C.
DATE: 01/11/2018
COUNTY: Forsyth
DIVISION: 9
WBS: 47138.1.1
TIP: U‐6003
Scenario 2Build Alternative2017 Average Annual
Daily Traffic
9(3,2)
PM
60
10(2,1)PM
552
47
9(3,2)
PM
60
9(3,2)
PM
60
3
1
3
PROJECT E
ND
49
100
93
10(2,1)
PM
65
9(2,1)
PM
65
10
623
12
SR 1969(Piney Grove Road)
1
11(2,1)PM
60
PROJECT S
TART
SR 2030(Linville
Springs Road)68
SR 1969(Piney Grove Road)
2 4
Macy Grove Road (U-4734)
SR 2036(Smith Edwards Road)
7(3,1)PM
65
New Connector
Proposed Roadway
Existing Roadway
Realigned Roadway
(North Main Street)
(North Main Street)
150
150
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Proposed Roadway
193
234
193
L E G E N D
###
K(d,t)PM
D
No. of Vehicles per Day
(VPD) in 100s
Existing Roadway
PM PM Peak HourD Peak Hour Directional Split (%)
Indicates Direction of D(d,t) Duals, TTSTs (%)K Design Hour Factor (%)X Movement Prohibited1- Less than 50 VPD
PROJECT: NC 150/ Piney Grove Connector
LOCATION: NC 150 (North Main Street) to SR 1969 (Piney Grove Road), Kennersville, NC
PREPARED BY: VHB Engineering NC, P.C.
DATE: 01/11/2018
COUNTY: Forsyth
DIVISION: 9
WBS: 47138.1.1
TIP: U‐6003
Scenario 3No-Build Alternative2040 Average Annual
Daily Traffic
9(3,2)
PM
60
57
16
9(3,2)
PM
60
9(3,2)
PM
60
3
PROJECT E
ND
119
113
10(2,1)
PM
65
9(2,1)
PM
65
22
16
SR 1969(Piney Grove Road)
1
11(2,1)PM
60
PROJECT S
TART
SR 2030(Linville
Springs Road)38
SR 1969(Piney Grove Road)
2
10(2,1)PM
60
Macy Grove Road (U-4734)
SR 2036(Smith Edwards Road)
73
New Connector
Realigned Roadway
(North Main Street)
(North Main Street)
150
150
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(North Main Street)
163
259
163
L E G E N D
###
K(d,t)PM
D
No. of Vehicles per Day
(VPD) in 100s
PM PM Peak HourD Peak Hour Directional Split (%)
Indicates Direction of D(d,t) Duals, TTSTs (%)K Design Hour Factor (%)X Movement Prohibited1- Less than 50 VPD
PROJECT: NC 150/ Piney Grove Connector
LOCATION: NC 150 (North Main Street) to SR 1969 (Piney Grove Road), Kennersville, NC
PREPARED BY: VHB Engineering NC, P.C.
DATE: 01/11/2018
COUNTY: Forsyth
DIVISION: 9
WBS: 47138.1.1
TIP: U‐6003
Scenario 4Build Alternative2040 Average Annual
Daily Traffic
9(3,2)
PM
60
10(2,1)PM
55
52
105
59
9(3,2)
PM
60
9(3,2)
PM
60
(North Main Street)
3
PROJECT E
ND
103
121
129
10(2,1)
PM
65
9(2,1)
PM
65
27
1722
20
SR 1969(Piney Grove Road)
1
11(2,1)PM
60
PROJECT S
TART
SR 2030(Linville
Springs Road)101
SR 1969(Piney Grove Road)
2
10(2,1)PM
60
Macy Grove Road (U-4734)
SR 2036(Smith Edwards Road)
101
New Connector
Proposed Roadway
Existing Roadway
Realigned Roadway
150
150
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!(
!(
!(TX1969
¾¾150
¾¾150
¾¾66
GUILF
ORD
COUN
TYFO
RSYT
H CO
UNTY
Donn
ell St
Nelson St
Oakland Ave
ClayFlynt Rd
Oak S
t
George Place Dr
Corjon Rd
Rierson Rd
LinvilleSprings Rd
Cinema Dr
Debra
Ln
CountyLine Rd
Flynnwood Dr
Tannelson Dr
LestonGilbert Dr
Hedrick Dr
Gralin St
Brown Rd
Maryl
ebon
e Dr
Mountain
View DrPitts St
Cedar Grove Ln
Manorwood Dr
Chelsea Place Dr
N Main
St
Piney Grove Rd
Landreth Rd
Dobson St
W Bodenhamer St
Willow Creek Rd
Smith Edwards Rd
3
1
2
April 2017
$Kernersville
OakRidge
¾¾66
¾¾150
GreensboroHighPointWinston-Salem
§̈¦40
0 1,000 2,000500Feet
Macy Grove Road ExtensionStudy CorridorStudy AreaCounty Boundary
TMC Count & ForecastLocation
!( Forecast Location Only
TRAFFIC FORECAST LOCATIONSU-6003: New route from NC 150 (N. Main St.) to SR 1969 (Piney Grove Rd.)
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