ora-grant24-2_Bull Run 4_489-65 to 495-00_Earthwork.pdf

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Attached to
OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II
Solicitation number
69056723B000021
Issued by

About this file

This document is an Earthwork Review report for the OR FLAP GRANT 24(2) Granite Hill Road Reconstruction, Phase II project. The report provides details on the volumes and areas for various pavement layers, shoulders, and earthwork (cut and fill) for the project. The key details include:

The project involves reconstruction work on Granite Hill Road, with a total fill volume of 610.194 cubic yards and a total cut volume of 137.655 cubic yards. The pavement layers, shoulder layers, and other earthwork quantities are documented in the report. This information is likely used for project planning and cost estimation purposes. The related federal contract opportunity is solicitation number 69056723B000021, issued by the Department of Transportation Federal Highway Administration for the OR FLAP GRANT 24(2) Granite Hill Road Reconstruction, Phase II project.

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Text version

Earthwork

Review report for MAIN 01

Bull Run Creek Crossing #4

489+65 to 495+00

OR FLAP GRANT 24(2)

Granite Hill Road reconstruc on, phase II

Volumes Report

Report Created: Tuesday, May 9, 2023 Time: 4:11:33 PM

Cross Section Set Name:

Eearthwork-1

Alignment Name:

Input Grid Factor:

Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.

Page 1 of 3Volumes Report

5/9/2023

Station Type Area Volume Factor Adjusted Volume

Included in Mass Ordinate?

Mass Ordinate

All -472.539

Pavement Layer 4: 452.262 1.000 452.262 No

Pavement Layer 5: 67.967 1.000 67.967 No

Shoulder Layer 1: 8.913 1.000 8.913 No

Shoulder Layer 4: 35.663 1.000 35.663 No

Pavement Layer 1: 98.417 1.000 98.417 No

Pavement Layer 2: 3.755 1.000 3.755 No

Volumes_Cut: 137.655 1.000 137.655 Yes

Volumes_Fill: 610.194 1.000 610.194 Yes

Totals:

Total Fill: 0.000 0.000

Total Cut: 0.000 0.000

Total Turf Establishment: 0.000 0.000

Total DNC: 0.000 0.000

Total Foreslope: 0.000 0.000

Pavement Layer 4: 452.262 452.262 No

Total Pavement Layer 4: 452.262 452.262

Pavement Layer 5: 67.967 67.967 No

Total Pavement Layer 5: 67.967 67.967

Shoulder Layer 1: 8.913 8.913 No

Total Shoulder Layer 1: 8.913 8.913

Shoulder Layer 4: 35.663 35.663 No

Total Shoulder Layer 4: 35.663 35.663

Pavement Layer 1: 98.417 98.417 No

Total Pavement Layer 1: 98.417 98.417

Pavement Layer 2: 3.755 3.755 No

Total Pavement Layer 2: 3.755 3.755

Volumes_Cut: 137.655 137.655 Yes

Total Volumes_Cut: 137.655 137.655

Volumes_Fill: 610.194 610.194 Yes

Total Volumes_Fill: 610.194 610.194

Total Baseline: 0.000 0.000

Total Baseline - Alt 1: 0.000 0.000

Total Fill: 0.000 0.000

Total Cut: 0.000 0.000

Total Edge of Pavt: 0.000 0.000

Page 2 of 3Volumes Report

Total Edge of Widen: 0.000 0.000

Total Edge of Pavt 1: 0.000 0.000

Total DNC: 0.000 0.000

Total Centerline 1: 0.000 0.000

Total Guardrail_Single_Sided_L: 0.000 0.000

Total Guardrail_Single_Sided_R: 0.000 0.000

Total Centerline Exist: 0.000 0.000

Total Prop Clearing: 0.000 0.000

Total Edge of Widen 4: 0.000 0.000

Total Edge of Pavt 2: 0.000 0.000

Total Edge of Shld 4: 0.000 0.000

Total Edge of Pavt 4: 0.000 0.000

Total Edge of Widen 1: 0.000 0.000

Total Edge of Shld: 0.000 0.000

Total Centerline: 0.000 0.000

Total Edge of Shld 1: 0.000 0.000

Total Edge of Widen 2: 0.000 0.000

Total Ditch: 0.000 0.000

Total Centerline 4: 0.000 0.000

Total Volumes_Topsoil Stripping Limits: 0.000 0.000

Page 3 of 3Volumes Report

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