mora12302_Earthwork_APPR 01.pdf
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- Solicitation number
- 69056723B000008
About this file
This document is an Earthwork Quantities Report for APPR 01 for a Federal Highway Administration Western Federal Lands Highway Division project. The project, identified as WA NP MORA 123(2) SR-123: Laughingwater Creek Bridge to Panther Creek Bridge, involves earthwork activities such as cut, fill, and topsoil stripping. The report provides detailed quantities for these activities by station and named boundary, including lengths, top sloped areas, and volumes. Key details include the project's overall scope, the federal agency involved (Department of Transportation Federal Highway Administration), and the solicitation number (69056723B000008). This appears to be a technical report supporting the federal contract opportunity rather than the opportunity document itself.
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Earthwork Quantities Report for APPR 01 for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
WA NP MORA 123(2)
SR-123: Laughing Water Creek Bridge to Panther Creek Bridge
Quantities Report by Named Boundary Report Created: Thursday, September 7, 2023
Time: 2:32:01 PM
Named Boundary Group: APPR 01
Alignment Name: APPR 01
Input Grid Factor: Note: All units in this report are in feet, square feet and cubic feet unless specified otherwise.
Station Named Boundary Name Material Count Length Top Sloped Area Volume
390.000 Plan 1
Cut: 104.551 XS_TC_Foreslope: 240.301
Foreslope: 148.141 XS_TC_Shoulder Layer 3: 445.416 222.639
Turf Establishment: 275.003 Pavement Layer 4: 148.441 10.601 Pavement Layer 1: 2879.338 936.327
XS_TC_Pavement Layer 1: 4029.740 1315.394
DNC:
XS_TC_Pavement Layer 4: 240.547 17.626 Volumes_Fill: 0.077
Pavement Layer 3: 2931.132 1456.318 XS_TC_Pavement Layer 3: 3669.031 1833.904
Volumes_Cut: 14168.596 12673.261 Baseline: 342.101
Centerline 1: 67.537 Centerline 3: 67.537
Centerline: 67.537 Edge of Pavt 1: 137.766 Edge of Pavt 3: 137.766
Edge of Pavt: 137.766 Edge of Shld 1: 342.027 Edge of Shld 3: 274.304
Edge of Shld: 137.365 Edge of Shld 2: 69.415
Cut: 136.790 Geom_CCell: 79.946
Edge of travel way: 546.529 Prop Shoulder1: 199.078
Edge of pavement: 50.398 XS_TL_Edge of Shld 1: 648.856 XS_TL_Edge of Shld 3: 647.387
XS_TL_Edge of Shld: 434.696 XS_TL_Edge of Shld 2: 212.691
Station Named Boundary Name Material Count Length Top Sloped Area Volume Volumes_Topsoil Stripping Limits: 136.790
Prop Clearing: 135.981
File details come from the government source that posted it. Updated .