mta-bor298001_PRO_APPR_APPR-01.pdf

PDF 92 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 is a Vertical Alignment Review Report for the "APPR-01" horizontal alignment and "APPR-01 PRO" vertical alignment of the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The report details the station, elevation, tangent grade, and other technical specifications of the proposed vertical alignment for the bridge approaches.

The related federal contract opportunity is for the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The work consists of building a new 462-foot long, 3-span precast-post-tensioned girder bridge with a precast concrete deck, as well as new approach embankments and retaining walls. The project is located approximately 50 miles northwest of Augusta, MT. The contract is a sealed bid, firm-fixed-price procurement with an estimated value between $10-20 million. The work may include an option to demolish the existing steel truss bridge. The tentative completion date is Fall 2026.

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_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_SuperelevationReport.xlsx XLSX spreadsheet
mta-bor298001_SUR_ControlPoints.xlsx XLSX spreadsheet
Show all 45

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Text version

Vertical Alignment Review Report Report Created: Thursday, August 8, 2024

Time: 9:14:19 AM

Project: Design IntlFt Description:

File Name: \\RPA-HLN-04\Shared\highways\FHWA\23500008_mta-bor2980-1_SunRiverBridge\DGN\mta-bor298001_cvc01 - Option_2.dgn

Last Revised: 8/8/2024 09:12:41

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

Horizontal Alignment: "APPR-01" Horizontal Description:

Horizontal Style: Alignment\Baseline - Approach

Vertical Alignment: "APPR-01 PRO" Vertical Description:

Vertical Style: Alignment\Baseline - Approach Station Elevation

Element: Linear

START 999+88.84 4453.0107

VPI 1000+00.00 4453.5979

Tangent Grade: 0.053 Tangent Length: 11.162

Element: Linear

VPI 1000+00.00 4453.5979

VPC 1000+40.00 4453.1996

Tangent Grade: -0.010 Tangent Length: 40.000

Element: Symmetrical Parabola

VPC 1000+40.00 4453.1996

VPI 1000+50.00 4453.1000

VPT 1000+60.00 4452.4438

Length: 20.000

Entrance Grade: -0.010 Exit Grade: -0.066 r = 100 * (g2 - g1) / L: -27.833 K = l / (g2 - g1): 3.593

Middle Ordinate: -0.139

Element: Linear

VPT 1000+60.00 4452.4438

Page 1 of 2Vertical Alignment Review Report

8/8/2024

Horizontal Alignment: "APPR-01" Horizontal Description:

Horizontal Style: Alignment\Baseline - Approach

VPC 1001+90.00 4443.9125

Tangent Grade: -0.066 Tangent Length: 130.000

Element: Symmetrical Parabola

VPC 1001+90.00 4443.9125

VPI 1002+10.00 4442.6000

VPT 1002+30.00 4442.5400

Length: 40.000

Entrance Grade: -0.066 Exit Grade: -0.003 r = 100 * (g2 - g1) / L: 15.656 K = l / (g2 - g1): 6.387

Middle Ordinate: 0.313

Element: Linear

VPT 1002+30.00 4442.5400

END 1002+48.27 4442.4851

Tangent Grade: -0.003 Tangent Length: 18.267

Page 2 of 2Vertical Alignment Review Report

8/8/2024

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