mta-bor298001_PRO_APPR_APPR-02.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 appears to be a Vertical Alignment Review Report for a federal contract opportunity. The report provides details on the horizontal and vertical alignments for the "APPR-02" alignment associated with the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The key details include the station, elevation, tangent grade, tangent length, and other geometric elements for the approach alignment.

The related federal contract opportunity is for the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The work involves building a new 462-foot long precast-post-tensioned girder bridge with precast concrete deck, about 200 feet downstream of the existing steel truss bridge. The project also includes new embankment and MSE wall approaches. The solicitation is offered for full and open competition with an estimated price range between $10 million to $20 million. The contract type is sealed bid, firm-fixed-price with a tentative completion date of 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_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-bor298001_ALI_APPR_APPR-01.pdf PDF
mta-bor298001_SuperelevationReport.xlsx XLSX spreadsheet
mta-bor298001_SUR_ControlPoints.xlsx XLSX spreadsheet
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
Show all 45

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Text version

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

Time: 9:21:50 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 09:20:55

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

Horizontal Alignment: "APPR-02" Horizontal Description:

Horizontal Style: Alignment\Baseline - Approach

Vertical Alignment: "APPR-02 PRO" Vertical Description:

Vertical Style: Alignment\Baseline - Approach Station Elevation

Element: Linear

START 1999+88.82 4453.0107

VPI 2000+00.00 4452.4268

Tangent Grade: -0.052 Tangent Length: 11.178

Element: Linear

VPI 2000+00.00 4452.4268

VPC 2000+40.00 4451.8454

Tangent Grade: -0.015 Tangent Length: 40.000

Element: Symmetrical Parabola

VPC 2000+40.00 4451.8454

VPI 2000+50.00 4451.7000

VPT 2000+60.00 4451.0813

Length: 20.000

Entrance Grade: -0.015 Exit Grade: -0.062 r = 100 * (g2 - g1) / L: -23.670 K = l / (g2 - g1): 4.225

Middle Ordinate: -0.118

Element: Linear

VPT 2000+60.00 4451.0813

Page 1 of 2Vertical Alignment Review Report

8/8/2024

Horizontal Alignment: "APPR-02" Horizontal Description:

Horizontal Style: Alignment\Baseline - Approach

VPC 2001+05.00 4448.2969

Tangent Grade: -0.062 Tangent Length: 45.000

Element: Symmetrical Parabola

VPC 2001+05.00 4448.2969

VPI 2001+30.00 4446.7500

VPT 2001+55.00 4446.0971

Length: 50.000

Entrance Grade: -0.062 Exit Grade: -0.026 r = 100 * (g2 - g1) / L: 7.152 K = l / (g2 - g1): 13.982

Middle Ordinate: 0.223

Element: Linear

VPT 2001+55.00 4446.0971

END 2001+66.73 4445.7909

Tangent Grade: -0.026 Tangent Length: 11.726

Page 2 of 2Vertical Alignment Review Report

8/8/2024

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