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
Issued by
Department of Transportation Federal Highway Administration

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.

View the file

Other files for this federal contract opportunity

Other files attached to MT FLAP BOR 2980(1), Sun River Bridge Replacement, newest first.
File Type Posted
Tabulation of Bids.pdf PDF
BidSum.pdf PDF
QA_11-13-2024.pdf PDF
Amendment A008.pdf PDF
QA_11-08-2024.pdf PDF
Amendment A007.pdf PDF
QA_11-07-2024.pdf PDF
Amendment A006.pdf PDF
QA_11-06-2024.pdf PDF
QA_11-05-2024 part 2.pdf PDF
QA_11-05-2024.pdf PDF
Pages from D-1771-D0000 Construction Documents 1944.pdf PDF
Siphon Construction Narrative.pdf PDF
Amendment A005.pdf PDF
QA_11-04-2024.pdf PDF
QA_11-01-2024.pdf PDF
QA_10-31-2024.pdf PDF
QA_10-24-2024.pdf PDF
Amendment A004.pdf PDF
QA_10-22-2024.pdf PDF
Amendment A003.pdf PDF
Amendment A002.pdf PDF
QA_10-18-2024.pdf PDF
Physical Data_2.zip ZIP file
Amendment A001.pdf PDF
mta-bor298001_Plans Sun River Bridge Replacement.pdf PDF
Physical Data.zip ZIP file
FY21_GPMT0311_Rtn-FC InspRpt.pdf PDF
mta-bor298001_CompiledSWPPP_Signed.pdf PDF
mta-bor298001_ALI_APPR_APPR-02.pdf PDF
mta-bor298001_PRO_APPR_APPR-02.pdf PDF
mta-bor298001_ALI_MAIN_MAIN-01.pdf PDF
mta-bor298001_FinalHydraulicMemo.pdf PDF
mta-bor2980-1_SunRiverBridge_SiphonInspectionReport.pdf PDF
mta-bor298001_QTY_EARTHWORK_Mainline.pdf PDF
mta-bor298001_PRO_APPR_APPR-01.pdf PDF
mta-bor298001_PRO_MAIN_MAIN-01.pdf PDF
mta-bor298001_QTY_EARTHWORK_Approaches.xlsx XLSX spreadsheet
IFB Sun River Bridge Replacement.pdf PDF
mta-bor2980-1_SunRiverBridge_HaulRoadAssessment.pdf PDF
mta-bor2980-1_Combined Asbestos Report 999-5098.pdf PDF
mta-bor2980-1_SunRiverBridge_InadvertentDiscoveryPlan.pdf PDF
mta-bor298001_QTY_EARTHWORK_Mainline.xlsx XLSX spreadsheet
mta-bor298001_ALI_APPR_APPR-01.pdf PDF
mta-bor298001_SUR_ControlPoints.xlsx XLSX spreadsheet
Show all 45

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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
StationCross SlopePoint TypeTransition Type
0+80.47-0.008Undefined
1+02.680UndefinedLinear
1+70.470.05Full SuperLinear
1+80.470.05Full SuperLinear
2+44.760UndefinedLinear
2+70.47-0.02Normal CrownLinear
2+95.50-0.02Normal CrownLinear
7+57.76-0.02Normal CrownLinear
7+84.27-0.02Normal CrownLinear
8+10.270UndefinedLinear
8+75.270.05Reverse CrownLinear
8+80.470.054Full SuperLinear
10+20.470.054Full SuperLinear
10+28.390.05Reverse CrownLinear
11+27.310UndefinedLinear
12+20.75-0.05Full SuperLinear
16+11.97-0.05Full SuperLinear
17+41.890Normal CrownLinear
26+13.790UndefinedLinear
Superelevation:Lane_R
StationCross SlopePoint TypeTransition Type
0+80.470.008Undefined
1+02.680UndefinedLinear
1+70.47-0.05Full SuperLinear
1+80.47-0.05Full SuperLinear
2+19.47-0.02Normal CrownLinear
2+95.50-0.02Normal CrownLinear
8+36.27-0.02Normal CrownLinear
8+75.27-0.05Normal CrownLinear
8+80.47-0.054Full SuperLinear
10+20.47-0.054Full SuperLinear
10+28.39-0.05Normal CrownLinear
11+27.310UndefinedLinear
12+20.750.05Full SuperLinear
16+11.970.05Full SuperLinear
17+41.890Normal CrownLinear
17+49.470Normal CrownLinear
18+85.470Normal CrownLinear
19+90.470Normal CrownLinear
21+26.470Normal CrownLinear
26+13.790UndefinedLinear

File details come from the government source that posted it. Updated .