ora-grant24-2_superelevation.pdf

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OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II
Solicitation number
69056723B000021
Issued by

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Written by GovTribe AI ·

This document is a Superelevation Data Report for the OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II federal contract opportunity. The report provides detailed information on the superelevation data for the road reconstruction project, including the station, cross slope, point type, and transition type for different sections of the road. The related federal contract opportunity is a solicitation (Solicitation Number: 69056723B000021) issued by the Department of Transportation Federal Highway Administration for the OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II project. The solicitation includes the Invitation for Bids (IFB), plans, physical data, and construction contract administration documents. The project involves the reconstruction of Granite Hill Road in multiple phases.

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Physical Data.zip ZIP file
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ora-grant24-2_Bull Run 04_proposed-horizontal-alignment.pdf PDF
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ora-grant24-2_Bull Run 01_proposed-horizontal-alignment.pdf PDF
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SUPERELEVATION

REPORT

OR FLAP GRANT 24(2)

Granite Hill Road reconstruc on, phase II

Superelevation Data Report Report Created: Monday, June 17, 2024

Time: 5:49:02 PM

File Name:

Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.

Section Name: BR01 Super-1

Base Horizontal Name:

BL

Standards Filename: c:\pw-work\d0564097\AASHTO_2018_imperial.xml

Design Speed: 35

Pivot Method: Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_L

Station Cross Slope Point Type Transition Type

24200.000 0.017 Start Point

24266.115 -0.020 Normal Crown Linear

24280.401 -0.028 Full Super Linear

24425.401 -0.028 Full Super Linear

24439.687 -0.020 Normal Crown Linear

24640.402 -0.020 Normal Crown Linear

24700.000 -0.054 End Point Linear

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_R

Station Cross Slope Point Type Transition Type

24200.000 -0.017 Start Point

24230.401 0.000 Level Crown Linear

24266.115 0.020 Reverse Crown Linear

24280.401 0.028 Full Super Linear

24425.401 0.028 Full Super Linear

24439.687 0.020 Reverse Crown Linear

24475.401 0.000 Level Crown Linear

24511.116 -0.020 Normal Crown Linear

24570.401 -0.020 Normal Crown Linear

24605.401 0.000 Level Crown Linear

Page 1 of 6Superelevation Data Report

6/17/2024

24640.402 0.020 Reverse Crown Linear

24700.000 0.054 End Point Linear

Section Name: BR02 Super-1

Base Horizontal Name:

BL

Standards Filename: c:\pw-work\d0564097\AASHTO_2018_imperial.xml

Design Speed: 35

Pivot Method: Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_L

Station Cross Slope Point Type Transition Type

26840.000 0.060 Start Point

27032.521 0.060 Full Super Linear

27087.237 0.020 Reverse Crown Linear

27114.595 0.000 Level Crown Linear

27141.953 -0.020 Normal Crown Linear

27141.956 -0.020 Normal Crown Linear

27177.521 -0.046 Full Super Linear

27282.521 -0.046 Full Super Linear

27300.000 -0.036 End Point Linear

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_R

Station Cross Slope Point Type Transition Type

26840.000 -0.060 Start Point

27032.521 -0.060 Full Super Linear

27087.237 -0.020 Normal Crown Linear

27087.240 -0.020 Normal Crown Linear

27114.598 0.000 Level Crown Linear

27141.956 0.020 Reverse Crown Linear

27177.521 0.046 Full Super Linear

27282.521 0.046 Full Super Linear

27300.000 0.036 End Point Linear

Section Name: Boundary Super-1

Base Horizontal Name:

BL

Page 2 of 6Superelevation Data Report

Standards Filename: c:\pw-work\d0564097\AASHTO_2018_imperial.xml

Design Speed: 35

Pivot Method: Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_L

Station Cross Slope Point Type Transition Type

33900.000 0.025 Start Point

33960.461 0.060 Full Super Linear

34165.461 0.060 Full Super Linear

34235.461 0.020 Reverse Crown Linear

34270.461 0.000 Level Crown Linear

34305.461 -0.020 Normal Crown Linear

34385.647 -0.020 Normal Crown Linear

34445.461 -0.054 Full Super Linear

34580.462 -0.054 Full Super Linear

34640.277 -0.020 Normal Crown Linear

34700.000 0.014 End Point Linear

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_R

Station Cross Slope Point Type Transition Type

33900.000 -0.025 Start Point

33960.461 -0.060 Full Super Linear

34165.461 -0.060 Full Super Linear

34235.461 -0.020 Normal Crown Linear

34315.276 -0.020 Normal Crown Linear

34350.461 0.000 Level Crown Linear

34385.647 0.020 Reverse Crown Linear

34445.461 0.054 Full Super Linear

34580.462 0.054 Full Super Linear

34640.277 0.020 Reverse Crown Linear

34675.462 0.000 Level Crown Linear

34700.000 -0.014 End Point Linear

Section Name: BR03 Super-1

Base Horizontal Name:

BL

c:\pw-work\d0564097\AASHTO_2018_imperial.xml

Page 3 of 6Superelevation Data Report

Standards Filename:

Design Speed: 35

Pivot Method: Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_L

Station Cross Slope Point Type Transition Type

37650.000 -0.042 Start Point

37689.321 -0.042 Full Super Linear

37728.607 -0.020 Normal Crown Linear

37844.140 -0.020 Normal Crown Linear

37915.000 0.020 Undefined Linear

37933.427 0.020 Reverse Crown Linear

37990.000 0.020 Undefined Linear

38050.000 0.054 Full Super Linear

38274.322 0.054 Full Super Linear

38334.137 0.020 Reverse Crown Linear

38355.000 0.008 End Point Linear

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_R

Station Cross Slope Point Type Transition Type

37650.000 0.042 Start Point

37689.321 0.042 Full Super Linear

37728.607 0.020 Reverse Crown Linear

37764.321 0.000 Level Crown Linear

37800.035 -0.020 Normal Crown Linear

37915.000 -0.020 Undefined Linear

37990.000 -0.020 Undefined Linear

38107.000 -0.054 Undefined Linear

38274.322 -0.054 Full Super Linear

38334.137 -0.020 Normal Crown Linear

38355.000 -0.008 End Point Linear

Section Name: BR04 Super-1

Base Horizontal Name:

ALI_MAIN_01

Standards Filename: c:\pw-work\d0564097\AASHTO_2018_imperial.xml

Page 4 of 6Superelevation Data Report

Design Speed:

Pivot Method: Crown

E Selection: 6%

L Selection: AASHTO Relative Gradient

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_L

Station Cross Slope Point Type Transition Type

48758.290 -0.028 Start Point

48828.290 -0.060 Full Super Linear

48888.290 -0.060 Full Super Linear

48981.624 -0.020 Normal Crown Linear

48981.626 -0.020 Normal Crown Linear

49028.291 0.000 Level Crown Linear

49074.957 0.020 Reverse Crown Linear

49168.291 0.060 Full Super Linear

49393.291 0.060 Full Super Linear

49479.958 0.020 Reverse Crown Linear

49523.292 0.000 Level Crown Linear

49566.625 -0.020 Normal Crown Linear

49704.959 -0.020 Normal Crown Linear

49748.292 0.000 Level Crown Linear

49791.625 0.020 Reverse Crown Linear

49878.292 0.060 Full Super Linear

49998.292 0.060 Full Super Linear

50069.690 0.027 End Point Linear

Superelevation: CL_Layer1_Top - ETW_Layer1_Top_R

Station Cross Slope Point Type Transition Type

48758.290 0.028 Start Point

48828.290 0.060 Full Super Linear

48888.290 0.060 Full Super Linear

48981.624 0.020 Reverse Crown Linear

49028.291 0.000 Level Crown Linear

49074.955 -0.020 Normal Crown Linear

49074.957 -0.020 Normal Crown Linear

49168.291 -0.060 Full Super Linear

49393.291 -0.060 Full Super Linear

49479.958 -0.020 Normal Crown Linear

49791.625 -0.020 Normal Crown Linear

Page 5 of 6Superelevation Data Report

49878.292 -0.060 Full Super Linear

49998.292 -0.060 Full Super Linear

50069.690 -0.027 End Point Linear

Page 6 of 6Superelevation Data Report

6/17/2024file:///C:/Users/tyler.yeoman/AppData/Local/Temp/RPT51oeufhv.html

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