Kittitas 5880(1) Earthwork End Area Volume Report.pdf

PDF 63 KB Posted

Attached to
WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
Solicitation number
69056722B000006
Issued by
Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI ·

This end area volume report and related federal solicitation provide details for a bridge replacement project on Dickey Creek in Kittitas, Washington. The work includes replacing the existing bridge with a wider and longer structure to safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes. The solicitation was issued by the Department of Transportation Federal Highway Administration as solicitation number 69056722B000006 for the WA KITTITAS 5880(1)DICKEY CRK BRIDGE project. The end area volume report provides cross section data and cut/fill volumes for the project alignment that will inform bidding.

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Other files for this federal contract opportunity

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File Type Posted
BidTabulation_WA KITTITAS 5880(1).pdf PDF
BidSum_WA Kittias 5880(1).pdf PDF
Interested Vendors List as of 6_17_22.pdf PDF
Q_A 16-jun-22.pdf PDF
Amendment A001.pdf PDF
Q_A 9-jun-22.pdf PDF
DickeyCreekBridge_Floodplain_Memo.pdf PDF
Dickey Creek Bridge - 2019 Bridge Safety Inspection Report.pdf PDF
DickeyCreekBridge_Waterway_Hydraulics_Memo.pdf PDF
Kittitas 5880(1) Clearing Limits.pdf PDF
Kittitas 5880(1) Base Layer Staking Notes.pdf PDF
Kittitas 5880(1) Vt Alignment - Existing.pdf PDF
Kittitas 5880(1) Hz Alignment - Driveway.pdf PDF
waa-kittitas5880-Final Planset.pdf PDF
Dickey Creek Bridge - 1963 Bridge Plans.pdf PDF
DickeyCreekBridge_Scour_Memo.pdf PDF
Kittitas 5880(1) - Final XS.pdf PDF
Kittitas 5880(1) Slope Stakes Notes.pdf PDF
Kittitas 5880(1) Vt Alignment - Realign.pdf PDF
Kittitas 5880(1) Hz Alignment - Existing.pdf PDF
Additional physical data.zip ZIP file
Dickey Creek Bridge - 16203_Teanaway_LoadRating_Final.pdf PDF
CompiledSWPPP_WA KITTITAS 5880signed.pdf PDF
GR15-21 Dickey Creek Bridge Replacement Geotech Recomendations Rev. 1.pdf PDF
Kittitas 5880(1) Subgrade Staking Notes.pdf PDF
Kittitas 5880(1) Superelevation Report - Realign.pdf PDF
IFB_69056722B000006_DickeyCrkBridge.pdf PDF
Dickey Creek Bridge - Repair As-Built.pdf PDF
Kittitas 5880(1) Vt Alignment - Driveway.pdf PDF
Kittitas 5880(1) Hz Alignment - Realign.pdf PDF
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Cross Section Set Name:

Alignment Name:

Input Grid Factor: Note:

Baseline Station Adjustment Factor

Area (sqft)

Volume (cuft)

Adjusted Volume (cuft)

Volume (cuyd)

Sheet Volumes

(cuyd) Adjustment Factor

Area (sqft)

Volume (cuft)

Adjusted Volume (cuft)

Adjusted Volume (cuyd)

Sheet Volumes

(cuyd) 200+00 1 31.734 0 0 1 0 0 0 200+25 1 31.127 785.76 752.94 27.9 1 0.244 3.05 3.58 0.1 200+50 1 35.959 838.58 803.54 29.8 1 1.385 20.36 23.92 0.9 200+75 1 31.495 843.18 807.95 29.9 1 3.737 64.03 75.22 2.8 201+00 1 15.321 585.20 560.75 20.8 1 17.798 269.19 316.27 11.7 201+25 1 2.04 217.01 207.95 7.7 1 56.468 928.33 1090.70 40.4 201+50 1 0 25.50 24.43 0.9 116.9 1 218.096 3432.05 4032.35 149.3 201+75 1 0 0.00 0.00 0.0 1 465.615 8546.39 10041.25 371.9 202+00 1 0 0.00 0.00 0.0 1 657.262 14035.96 16491.01 610.8 202+25 1 0 0.00 0.00 0.0 1 738.229 17443.64 20494.72 759.1 202+50 1 0 0.00 0.00 0.0 1 778.413 18958.03 22273.99 825.0 202+75 1 0.002 0.03 0.02 0.0 1 781.956 19504.61 22916.19 848.7 203+00 1 0 0.03 0.02 0.0 1 827.072 20112.85 23630.81 875.2 203+25 1 0 0.00 0.00 0.0 1 955.727 22284.99 26182.88 969.7 203+50 1 0 0.00 0.00 0.0 1 1069.024 25309.39 29736.28 1101.3 203+75 1 0 0.00 0.00 0.0 1 1156.894 27823.98 32690.70 1210.8 204+00 1 0 0.00 0.00 0.0 1 1213.604 29631.23 34814.06 1289.4 204+25 1 0 0.00 0.00 0.0 1 1284.368 31224.65 36686.19 1358.7 204+50 1 0 0.00 0.00 0.0 1 1233.108 31468.45 36972.63 1369.4 204+75 1 0 0.00 0.00 0.0 1 1292.598 31571.33 37093.50 1373.8 205+00 1 0 0.00 0.00 0.0 1 1315.443 32600.51 38302.71 1418.6 205+25 1 0.673 8.41 8.06 0.3 0.3 1 1240.654 31951.21 37539.84 1390.4 15978.1 205+50 1 3.112 47.31 45.34 1.7 1 1203.663 30553.96 35898.19 1329.6 205+75 1 3.398 81.38 77.98 2.9 1 1191.224 29936.09 35172.24 1302.7 206+00 1 6.033 117.89 112.96 4.2 1 1185.828 29713.15 34910.31 1293.0 206+25 1 5.811 148.05 141.87 5.3 1 1217.992 30047.75 35303.44 1307.5 206+50 1 3.53 116.76 111.88 4.1 1 1186.64 30057.90 35315.36 1308.0 206+75 1 6.861 129.89 124.46 4.6 1 1083.899 28381.74 33346.02 1235.0 207+00 1 41.388 603.11 577.92 21.4 1 975.413 25741.40 30243.86 1120.1 207+25 1 257.835 3740.29 3584.04 132.7 1 754.767 21627.25 25410.10 941.1

207+50 1 262.511 6504.33 6232.61 230.8 1 138.365 11164.15 13116.88 485.8 207+75 1 326.887 7367.48 7059.71 261.5 1 0 1729.56 2032.08 75.3 208+00 1 310.765 7970.65 7637.69 282.9 1 13.915 173.94 204.36 7.6 208+25 1 0 3884.56 3722.29 137.9 1090.0 1 0 173.94 204.36 7.6 10413.2 208+50 1 0 0.00 0.00 0.0 1 0 0.00 0.00 0.0 208+75 1 181.355 2266.94 2172.24 80.5 1 21.183 264.79 311.10 11.5

209+00 1 167.287 4358.03 4175.97 154.7 1 317.218 4230.01 4969.89 184.1 209+25 1 127.33 3682.71 3528.87 130.7 1 689.288 12581.33 14781.94 547.5 209+50 1 91.872 2740.03 2625.56 97.2 1 617.648 16336.70 19194.17 710.9 209+75 1 71.526 2042.48 1957.15 72.5 1 533.907 14394.44 16912.18 626.4 210+00 1 52.67 1552.45 1487.60 55.1 1 511.693 13070.00 15356.09 568.7 210+25 1 43.558 1202.85 1152.60 42.7 1 449.549 12015.53 14117.17 522.9 210+50 1 29.6084 914.58 876.37 32.5 1 295.0355 9307.31 10935.26 405.0 210+75 1 22.473 651.02 623.82 23.1 1 286.289 7266.56 8537.56 316.2 211+00 1 23.51 574.79 550.78 20.4 709.3 1 234.321 6507.63 7645.88 283.2 4176.3 211+25 1 19.728 540.48 517.90 19.2 1 190.485 5310.08 6238.87 231.1 211+50 1 9.071 359.99 344.95 12.8 1 150.911 4267.45 5013.87 185.7 211+75 1 7.598 208.36 199.66 7.4 1 116.668 3344.74 3929.77 145.5 212+00 1 1.919 118.96 113.99 4.2 1 89.735 2580.04 3031.31 112.3 212+25 1 15.178 213.71 204.78 7.6 1 68.212 1974.34 2319.67 85.9 212+50 1 11.449 332.84 318.93 11.8 1 44.642 1410.68 1657.42 61.4 212+75 1 9.142 257.39 246.64 9.1 1 24.255 861.21 1011.85 37.5 213+00 1 10.041 239.79 229.77 8.5 1 17.578 522.91 614.38 22.8 213+25 1 11.039 263.50 252.49 9.4 1 16.326 423.80 497.93 18.4 213+50 1 12.327 292.08 279.87 10.4 1 16.009 404.19 474.88 17.6 213+75 1 18.396 384.04 367.99 13.6 1 13.651 370.75 435.60 16.1 214+00 1 24.394 534.88 512.53 19.0 1 10.983 307.93 361.78 13.4 214+25 1 28.409 660.04 632.47 23.4 1 10.14 264.04 310.22 11.5 214+50 1 30.538 736.84 706.06 26.2 1 10.291 255.39 300.06 11.1 214+75 1 31.67 777.60 745.12 27.6 1 11.202 268.66 315.65 11.7 215+00 1 32.319 799.86 766.45 28.4 238.5 1 13.343 306.81 360.48 13.4 995.3

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

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End Area Volume Report

Report Created: Tuesday, February 22, 2022 Time: 9:06:24 AM

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