EW_Calc_Report_20210510.pdf

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Attached to
ID FS ERFO 2017(1)-29(1), Stoddard Bridge Federal contract opportunity
Solicitation number
69056719B000031
Issued by
Department of Transportation Federal Highway Administration

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Written by GovTribe AI ·

This document contains an earthwork quantities report and related federal contract opportunity for the Stoddard Bridge project. The report provides end area volume calculations for excavation and fill quantities along the trail and abutment areas of the bridge. It indicates total cut quantities of 18.43 cubic yards and total fill quantities of 31.10 cubic yards. The related federal contract opportunity is solicitation number 69056719B000031 from the Department of Transportation Federal Highway Administration to obtain bid documents for the Stoddard Bridge project ID FS ERFO 2017(1)-29(1). No further details are provided on products, services, pricing or other terms required for the contract opportunity.

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Earthwork Quantities

Report for Stoddard Bridge for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

ID ERFO 2017(1)-29(1)

Stoddard Bridge

5/10/2021 End Area Volume Report file:///R:/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/Quantities/Trail_20210508.html 1/1

End Area Volume Report Report Created: 5/8/2021

Time: 5:32pm

Cross Section Set Name: Trail Alignment Name: Trail

Input Grid Factor: 1.000000 Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.

Baseline Station

- - - - - - - - - - - - - - - - Station Quantities - - - - - - - - - - - - - - - - - - - - - - - - - - - - Added Quantities - - - - - - - - - - - - Mass

Ordinate

- - - - - - - - - - Cut - - - - - - - - - - - - - - - - - - - - Fill - - - - - - - - - - - - - - - - - - Cut - - - - - - - - - - - - - - - - Fill - - - - - - - -

Factor Area Volume Adjusted Factor Area Volume Adjusted Factor Volume Adjusted Factor Volume Adjusted 30+00.00 1.00 0.000 0.000 0.000 1.00 0.000 0.000 0.000 1.00 0.000 0.000 1.00 0.000 0.000 0.000 30+05.00 1.00 0.000 0.000 0.000 1.00 0.000 0.000 0.000 1.00 0.000 0.000 1.00 0.000 0.000 0.000 30+10.00 1.00 1.359 0.126 0.126 1.00 0.850 0.079 0.079 1.00 0.000 0.000 1.00 0.000 0.000 0.047 30+15.00 1.00 2.434 0.351 0.351 1.00 2.526 0.313 0.313 1.00 0.000 0.000 1.00 0.000 0.000 0.086 30+20.00 1.00 3.984 0.594 0.594 1.00 3.037 0.515 0.515 1.00 0.000 0.000 1.00 0.000 0.000 0.165

30+22.54 0.000

30+25.00 1.00 3.728 0.714 0.714 1.00 8.186 1.039 1.039 1.00 0.000 0.000 1.00 0.000 0.000 -0.160 30+30.00 1.00 5.873 0.889 0.889 1.00 13.358 1.995 1.995 1.00 0.000 0.000 1.00 0.000 0.000 -1.266 30+35.00 1.00 7.900 1.275 1.275 1.00 18.046 2.908 2.908 1.00 0.000 0.000 1.00 0.000 0.000 -2.898 30+40.00 1.00 8.910 1.556 1.556 1.00 22.472 3.752 3.752 1.00 0.000 0.000 1.00 0.000 0.000 -5.094 30+45.00 1.00 6.813 1.456 1.456 1.00 29.308 4.794 4.794 1.00 0.000 0.000 1.00 0.000 0.000 -8.432 30+50.00 1.00 5.232 1.115 1.115 1.00 24.904 5.020 5.020 1.00 0.000 0.000 1.00 0.000 0.000 -12.336 30+55.00 1.00 5.966 1.037 1.037 1.00 15.278 3.720 3.720 1.00 0.000 0.000 1.00 0.000 0.000 -15.020 30+60.00 1.00 4.650 0.983 0.983 1.00 10.496 2.386 2.386 1.00 0.000 0.000 1.00 0.000 0.000 -16.424 30+65.00 1.00 4.616 0.858 0.858 1.00 6.861 1.607 1.607 1.00 0.000 0.000 1.00 0.000 0.000 -17.173 30+70.00 1.00 8.253 1.192 1.192 1.00 6.483 1.235 1.235 1.00 0.000 0.000 1.00 0.000 0.000 -17.217 30+75.00 1.00 7.428 1.452 1.452 1.00 3.949 0.966 0.966 1.00 0.000 0.000 1.00 0.000 0.000 -16.731 30+80.00 1.00 12.654 1.859 1.859 1.00 0.006 0.366 0.366 1.00 0.000 0.000 1.00 0.000 0.000 -15.238 30+85.00 1.00 5.506 1.681 1.681 1.00 2.041 0.190 0.190 1.00 0.000 0.000 1.00 0.000 0.000 -13.746 30+90.00 1.00 4.674 0.943 0.943 1.00 0.177 0.205 0.205 1.00 0.000 0.000 1.00 0.000 0.000 -13.008 30+94.00 1.00 0.000 0.346 0.346 1.00 0.000 0.013 0.013 1.00 0.000 0.000 1.00 0.000 0.000 -12.675

Grand Total: 18.428 18.428 31.103 31.103 0.000 0.000 0.000 0.000

Abutment 1 Excavation: 300 CU YD (see next sheet)

South Side Trail (Abutment #1)

3048 3043

Bottom of excavation @ 3032

A1, Area @ back of vault: (15'+16')/2 *(29.5'+6') = 550.25 ft^2

A2, Area @ front of vault: (8'+11')/2 *(29.5'+6') = 337.25 ft^2

A3, Area @ front of abutment: (6'+7')/2 *(21.5'+6') = 178.75 ft^2

V1 = (A1+A2)/2*(10'+3.5"+1'+3") = 5121.6 ft^3 = 189.69 CY

V2 = (A2+A3)/2*(4'-(1'+3")+3') = 2967 ft^3 = 109.89 CY

16 11

1 2

5/10/2021 End Area Volume Report file:///R:/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/Quantities/Stoddard_20210508.html 1/1

End Area Volume Report Report Created: 5/8/2021

Time: 5:24pm

Cross Section Set Name: Stoddard Alignment Name: Stoddard

Input Grid Factor: 1.000000 Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.

Baseline Station

- - - - - - - - - - - - - - - - Station Quantities - - - - - - - - - - - - - - - - - - - - - - - - - - - - Added Quantities - - - - - - - - - - - - Mass

Ordinate

- - - - - - - - - - Cut - - - - - - - - - - - - - - - - - - - - Fill - - - - - - - - - - - - - - - - - - Cut - - - - - - - - - - - - - - - - Fill - - - - - - - -

Factor Area Volume Adjusted Factor Area Volume Adjusted Factor Volume Adjusted Factor Volume Adjusted 104+43.50 1.00 0.000 0.000 0.000 1.00 65.785 0.000 0.000 1.00 0.000 0.000 1.00 0.000 0.000 0.000 104+50.00 1.00 0.000 0.000 0.000 1.00 48.258 13.727 13.727 1.00 0.000 0.000 1.00 0.000 0.000 -13.727 104+60.00 1.00 0.000 0.000 0.000 1.00 7.651 9.698 9.698 1.00 0.000 0.000 1.00 0.000 0.000 -23.425 104+70.00 1.00 0.000 0.000 0.000 1.00 3.384 2.033 2.033 1.00 0.000 0.000 1.00 0.000 0.000 -25.458 104+80.00 1.00 0.237 0.044 0.044 1.00 6.363 1.805 1.805 1.00 0.000 0.000 1.00 0.000 0.000 -27.219 104+90.00 1.00 0.065 0.056 0.056 1.00 8.276 2.711 2.711 1.00 0.000 0.000 1.00 0.000 0.000 -29.874 105+00.00 1.00 0.000 -0.008 -0.008 1.00 5.859 2.501 2.501 1.00 0.000 0.000 1.00 0.000 0.000 -32.383 105+10.00 1.00 5.559 1.483 1.483 1.00 1.770 0.991 0.991 1.00 0.000 0.000 1.00 0.000 0.000 -31.891 105+20.00 1.00 0.121 1.052 1.052 1.00 1.892 0.678 0.678 1.00 0.000 0.000 1.00 0.000 0.000 -31.518 105+30.00 1.00 0.486 0.112 0.112 1.00 1.805 0.685 0.685 1.00 0.000 0.000 1.00 0.000 0.000 -32.090 105+40.00 1.00 0.367 0.158 0.158 1.00 1.630 0.636 0.636 1.00 0.000 0.000 1.00 0.000 0.000 -32.568 105+49.89 1.00 0.305 0.123 0.123 1.00 0.319 0.357 0.357 1.00 0.000 0.000 1.00 0.000 0.000 -32.802

Grand Total: 3.020 3.020 35.821 35.821 0.000 0.000 0.000 0.000

North Side Trail (Abutment #2)

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