mta-bor298001_SuperelevationReport.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- MT FLAP BOR 2980(1), Sun River Bridge Replacement Federal contract opportunity
- Solicitation number
- 69056724B000016
About this file
This document appears to be a Superelevation Data Report related to the federal contract opportunity for the MT FLAP BOR 2980(1), Sun River Bridge Replacement project.
The key details of the federal contract opportunity include:
- The project involves building a new 462-foot long precast-post-tensioned girder bridge with precast concrete deck about 200 feet downstream of the existing bridge, along with new approach construction on embankments and MSE walls. It may include an option to demolish the existing steel truss bridge.
- The work is located 50 miles northwest of Augusta, MT and has a tentative completion date of Fall 2026.
- The contract is a Sealed Bid, Firm-Fixed-Price with an estimated price range between $10 million to $20 million.
- The solicitation is offered for full and open competition on an unrestricted basis by the Department of Transportation Federal Highway Administration.
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Text version
RPTb15ziwf3 Superelevation Data Report
| Report Created: Friday, September 13, 2024 | |
| Time: 1:04:09 PM | |
| File Name: | |
| Input Grid Factor: | Note: All units in this report are in feet unless specified otherwise. |
| Section Name: | Section-1 | ||
| Base Horizontal Name: | MAIN-01 | ||
| Standards Filename: | F:\highways\00000000_ADMIN\Workspaces\OpenRoads Designer CE 10.12\Configuration\Organization-Civil\FLH_Stds-WS10.10.21.00V\Superelevation\AASHTO_2018_imperial.xml | ||
| Design Speed: | 25 | ||
| Pivot Method: | Crown | ||
| E Selection: | 6% | ||
| L Selection: | Speed Table | ||
| Superelevation: | Lane_L | ||
| Station | Cross Slope | Point Type | Transition Type |
| 0+80.47 | -0.008 | Undefined | |
| 1+02.68 | 0 | Undefined | Linear |
| 1+70.47 | 0.05 | Full Super | Linear |
| 1+80.47 | 0.05 | Full Super | Linear |
| 2+44.76 | 0 | Undefined | Linear |
| 2+70.47 | -0.02 | Normal Crown | Linear |
| 2+95.50 | -0.02 | Normal Crown | Linear |
| 7+57.76 | -0.02 | Normal Crown | Linear |
| 7+84.27 | -0.02 | Normal Crown | Linear |
| 8+10.27 | 0 | Undefined | Linear |
| 8+75.27 | 0.05 | Reverse Crown | Linear |
| 8+80.47 | 0.054 | Full Super | Linear |
| 10+20.47 | 0.054 | Full Super | Linear |
| 10+28.39 | 0.05 | Reverse Crown | Linear |
| 11+27.31 | 0 | Undefined | Linear |
| 12+20.75 | -0.05 | Full Super | Linear |
| 16+11.97 | -0.05 | Full Super | Linear |
| 17+41.89 | 0 | Normal Crown | Linear |
| 26+13.79 | 0 | Undefined | Linear |
| Superelevation: | Lane_R | ||
| Station | Cross Slope | Point Type | Transition Type |
| 0+80.47 | 0.008 | Undefined | |
| 1+02.68 | 0 | Undefined | Linear |
| 1+70.47 | -0.05 | Full Super | Linear |
| 1+80.47 | -0.05 | Full Super | Linear |
| 2+19.47 | -0.02 | Normal Crown | Linear |
| 2+95.50 | -0.02 | Normal Crown | Linear |
| 8+36.27 | -0.02 | Normal Crown | Linear |
| 8+75.27 | -0.05 | Normal Crown | Linear |
| 8+80.47 | -0.054 | Full Super | Linear |
| 10+20.47 | -0.054 | Full Super | Linear |
| 10+28.39 | -0.05 | Normal Crown | Linear |
| 11+27.31 | 0 | Undefined | Linear |
| 12+20.75 | 0.05 | Full Super | Linear |
| 16+11.97 | 0.05 | Full Super | Linear |
| 17+41.89 | 0 | Normal Crown | Linear |
| 17+49.47 | 0 | Normal Crown | Linear |
| 18+85.47 | 0 | Normal Crown | Linear |
| 19+90.47 | 0 | Normal Crown | Linear |
| 21+26.47 | 0 | Normal Crown | Linear |
| 26+13.79 | 0 | Undefined | Linear |
File details come from the government source that posted it. Updated .