glac01045_McDonaldCreek_SuperelevationReport_MAIN.pdf
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- Solicitation number
- 69056721B000017
About this file
This document contains a solicitation for rehabilitation and bridge replacement work along the Going-to-the-Sun Road in Montana. The solicitation was issued by the Department of Transportation Federal Highway Administration seeking offers to rehabilitate the final 9.3 miles of the Going-to-the-Sun Road and replace the bridge over McDonald Creek. The attached report provides superelevation data for the MAIN section of the roadway to assist offerors. Offerors should reference the attached solicitation documents and superelevation report in preparing proposals for this opportunity. The solicitation number is 69056721B000017 and proposals are due in accordance with the dates and instructions specified in the attached solicitation package.
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Text version
Upper McDonald Creek Road - Superelevation Data Report
Report Created: Monday, August 23, 2021 Time: 3:09:54 PM
File Name:
Input Grid Factor: Note: All units in this report are in feet unless specified otherwise.
Section Name:
MAIN-1
Base Horizontal Name:
MAIN
Standards Filename:
F:\highways\00000000_ADMIN\Workspaces\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_IntlFt_Standards- WS5.1V\Superelevation\AASHTO_2018_imperial.xml
Design Speed:
Pivot Method:
Crown
E Selection: 6%
L Selection: AASHTO Relative Gradient
Superelevation: MAIN_LT
Station Cross Slope Point Type Transition Type
0.000 -0.020 Normal Crown
267.501 -0.020 Normal Crown Linear
300.001 0.000 Level Crown Linear
332.501 0.020 Reverse Crown Linear
365.001 0.040 Full Super Linear
655.001 0.040 Full Super Linear
687.501 0.020 Reverse Crown Linear
720.001 0.000 Level Crown Linear
752.502 -0.020 Normal Crown Linear
1017.880 -0.020 Normal Crown Linear
1050.880 0.000 Level Crown Linear
1083.880 0.020 Reverse Crown Linear
1136.680 0.052 Full Super Linear
1260.003 0.052 Full Super Linear
1319.049 0.020 Reverse Crown Linear
1355.954 0.000 Level Crown Linear
1392.858 -0.020 Normal Crown Linear
1392.860 -0.020 Normal Crown Linear
1415.003 -0.032 Full Super Linear
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1615.003 -0.032 Full Super Linear
1635.628 -0.020 Normal Crown Linear
2115.232 -0.020 Normal Crown Linear
Superelevation: MAIN_RT
Station Cross Slope Point Type Transition Type
0.000 -0.020 Normal Crown
332.501 -0.020 Normal Crown Linear
365.001 -0.040 Full Super Linear
655.001 -0.040 Full Super Linear
687.501 -0.020 Normal Crown Linear
1083.880 -0.020 Normal Crown Linear
1136.680 -0.052 Full Super Linear
1260.003 -0.052 Full Super Linear
1319.049 -0.020 Normal Crown Linear
1319.052 -0.020 Normal Crown Linear
1355.956 0.000 Level Crown Linear
1392.860 0.020 Reverse Crown Linear
1415.003 0.032 Full Super Linear
1615.003 0.032 Full Super Linear
1635.628 0.020 Reverse Crown Linear
1670.003 0.000 Level Crown Linear
1704.378 -0.020 Normal Crown Linear
2115.232 -0.020 Normal Crown Linear
Page 2 of 2Superelevation Data Report
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File details come from the government source that posted it. Updated .