mta-bor298001_ALI_MAIN_MAIN-01.pdf

PDF 94 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 Horizontal Alignment Review Report for the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The report details the horizontal alignment of the planned new bridge and approach roads, including the station locations, tangent lengths, radii, and other geometric characteristics.

The related federal contract opportunity is for the construction of a new 462-foot long, 3-span precast-post-tensioned girder bridge with precast concrete deck, approximately 200 feet downstream of the existing steel truss bridge. The work also includes new embankment approach roads with MSE wall construction. The project is located approximately 50 miles northwest of Augusta, MT, and has a tentative completion date of Fall 2026. The contract is a sealed bid, firm-fixed-price opportunity with an estimated value 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
Siphon Construction Narrative.pdf PDF
Pages from D-1771-D0000 Construction Documents 1944.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_ALI_APPR_APPR-01.pdf PDF
mta-bor298001_SuperelevationReport.xlsx XLSX spreadsheet
mta-bor298001_SUR_ControlPoints.xlsx XLSX spreadsheet
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_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
Show all 45

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Text version

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

Time: 9:00:28 AM

Project: Design IntlFt Description:

File Name: \\RPA-HLN-04\Shared\highways\FHWA\23500008_mta-bor2980-1_SunRiverBridge\DGN\mta-bor298001_ali01.dgn

Last Revised: 8/8/2024 08:48:42

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

Alignment Name: "MAIN-01" Alignment Description:

Alignment Style: Alignment\Baseline Station Northing Easting

Element: Linear

START ( START ) 0+80.47 43510.1064 81725.5703

PC ( PC ) 1+55.29 43566.0771 81775.2281

Tangential Direction: N41.580°E

Tangential Length: 74.824

Element: Circular

PC ( PC ) 1+55.29 43566.0771 81775.2281

HPI ( HPI ) 1+74.67 43580.5729 81788.0889

CC ( CC ) 43366.9784 81999.6378

PT ( PT ) 1+94.00 43593.2936 81802.7078

Radius: 300.000 Delta: 7.392° Right

Degree of Curvature (Arc): 19.099° Length: 38.703

Tangent: 19.379 Chord: 38.676

Middle Ordinate: 0.624 External: 0.625

Back Tangent Direction: N41.580°E Back Radial Direction: S48.420°E

Chord Direction: N45.276°E Ahead Radial Direction: S41.028°E

Ahead Tangent Direction: N48.972°E

Element: Linear

PT ( PT ) 1+94.00 43593.2936 81802.7078

PC ( PC ) 8+52.49 44025.5469 82299.4604

Tangential Direction: N48.972°E

Page 1 of 3Horizontal Alignment Review Report

8/8/2024

Tangential Length: 658.488

Element: Circular

PC ( PC ) 8+52.49 44025.5469 82299.4604

HPI ( HPI ) 9+55.20 44092.9694 82376.9434

CC ( CC ) 43836.9509 82463.5687

PT ( PT ) 10+47.39 44086.4462 82479.4463

Radius: 250.000 Delta: 44.670° Right

Degree of Curvature (Arc): 22.918° Length: 194.909

Tangent: 102.710 Chord: 190.010

Middle Ordinate: 18.755 External: 20.277

Back Tangent Direction: N48.972°E Back Radial Direction: S41.028°E

Chord Direction: N71.306°E Ahead Radial Direction: S3.641°W

Ahead Tangent Direction: S86.359°E

Element: Linear

PT ( PT ) 10+47.39 44086.4462 82479.4463

PC ( PC ) 12+07.22 44076.2955 82638.9514

Tangential Direction: S86.359°E Tangential Length: 159.828

Element: Circular

PC ( PC ) 12+07.22 44076.2955 82638.9514

HPI ( HPI ) 14+17.93 44062.9134 82849.2332

CC ( CC ) 45473.4691 82727.8660

PT ( PT ) 16+25.50 44112.0190 83054.1384

Radius: 1400.000 Delta: 17.118° Left

Degree of Curvature (Arc): 4.093° Length: 418.275

Tangent: 210.707 Chord: 416.721

Middle Ordinate: 15.592 External: 15.767

Back Tangent Direction: S86.359°E Back Radial Direction: S3.641°W

Chord Direction: N85.082°E Ahead Radial Direction: S13.477°E

Ahead Tangent Direction: N76.523°E

Element: Linear

Page 2 of 3Horizontal Alignment Review Report

PT ( PT ) 16+25.50 44112.0190 83054.1384

PC ( PC ) 18+70.19 44169.0450 83292.0930

Tangential Direction: N76.523°E Tangential Length: 244.692

Element: Circular

PC ( PC ) 18+70.19 44169.0450 83292.0930

HPI ( HPI ) 19+37.79 44184.7993 83357.8316

CC ( CC ) 45141.5094 83059.0413

PT ( PT ) 20+05.18 44209.2577 83420.8518

Radius: 1000.000 Delta: 7.735° Left

Degree of Curvature (Arc): 5.730° Length: 134.995

Tangent: 67.600 Chord: 134.892

Middle Ordinate: 2.277 External: 2.282

Back Tangent Direction: N76.523°E Back Radial Direction: S13.477°E

Chord Direction: N72.656°E Ahead Radial Direction: S21.211°E

Ahead Tangent Direction: N68.789°E

Element: Linear

PT ( PT ) 20+05.18 44209.2577 83420.8518

END ( END ) 23+00.00 44315.9254 83695.6950

Tangential Direction: N68.789°E

Tangential Length: 294.817

Page 3 of 3Horizontal Alignment Review Report

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