OR DOT CRGNSA 100(6)_Earthwork Vol Report_I84 Shldr Widening.pdf
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- Solicitation number
- 69056721B000016
About this file
This document contains an earthwork volume report and related federal contract opportunity for shoulder widening work on I-84 in Oregon. The report provides cut and fill volume calculations for widening shoulders between mile markers 601+00 and 670+90, identifying quantities in cubic yards. The related solicitation is issued by the Federal Highway Administration through the Oregon Department of Transportation for contract number OR DOT CRGNSA 100(6) involving work on the Historic Columbia River Highway State Trail. Responses are due under solicitation number 69056721B000016 for shoulder widening and other work along sections of the trail running parallel to I-84.
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Text version
I D
HIGHWAY STATE TRAIL,
HISTORIC COLUMBIA RIVER
OR DOT CRGNSA 100(6)
VIENTO TO MITCHELL POINT CROSSING
100% FINAL EARTHWORK
VOLUME REPORT
I-84 Shoulder Widening ("L" Line)
Base
Cross Section Set Name: I84 Const CL Option X
Alignment Name: I84 Const CL
Input Grid Factor:
Baseline
Station Cut Fill Cut Fill
Volume (CuFt) Volume (CuFt) Base 436.54 11.70
601+00.00 0 0 X 360.64 3.10
601+10.00 0 0
601+20.00 0 0
601+30.00 0 0
601+40.00 73.531 0
601+50.00 136.676 0
601+60.00 123.164 0
601+70.00 129.895 0
601+80.00 135.605 0
601+90.00 134.211 0
602+00.00 129.64 26.436
Cut Vol (CUYD) Fill Vol (CUYD)
31.95 0.98
605+85.00 0 0
605+90.00 50.184 7.218
606+00.00 140.85 2.513
606+10.00 138.074 0
606+20.00 123.595 0
606+30.00 107.565 0
606+40.00 104.231 0
606+50.00 110.674 0
606+60.00 111.84 0
606+70.00 117.264 0
606+80.00 123.551 0
606+90.00 130.789 0
607+00.00 145.14 0
607+10.00 144.474 0
607+20.00 136.365 0
607+30.00 128.332 0
607+40.00 117.262 0
607+50.00 108.165 0
607+60.00 110.318 0
607+70.00 108.665 0
607+80.00 113.566 0
607+90.00 127.402 0
608+00.00 131.633 0
608+10.00 134.023 0
608+20.00 127.666 0
608+30.00 118.94 0
608+40.00 116.958 0
608+50.00 123.692 0
608+60.00 133.422 0
SHEET D.4
End Area Volume Report
Report Created: 2/8/2021
Time: 3:14pm
All units in this report are in feet, square feet and cubic feet unless specified otherwise. The end-area earthwork calculations only account for shoulder widening of I-84 between the sections of the trail that run parallel to I-84
608+70.00 138.386 0
608+80.00 137.695 0
608+90.00 135.079 0
609+00.00 125.069 0
609+10.00 126.015 1.713
613+66.00 0 0
613+70.00 49.142 48.947
613+80.00 171.934 50.306
613+90.00 203.705 1.552
614+00.00 224.987 0
614+10.00 209.536 0
614+20.00 196.627 0
614+30.00 184.424 0
614+40.00 171.819 0
614+50.00 163.271 0
614+60.00 160.424 0
614+70.00 159.16 0
614+80.00 156.699 0
614+90.00 151.023 0
615+00.00 140.879 0
615+10.00 131.616 0
615+20.00 128.494 0
Cut Vol (CUYD) Fill Vol (CUYD)
246.32 4.16
615+30.00 129.989 0
615+40.00 127.969 0
615+50.00 119.498 0
615+60.00 114.192 0
615+70.00 112.303 0
615+80.00 112.489 0
615+90.00 112.908 0
616+00.00 110.822 0
616+10.00 109.491 0
616+20.00 112.184 0
616+30.00 117.544 0
616+40.00 89.003 177.203
621+90.00 0 0
622+00.00 224.147 0
622+10.00 213.294 0
622+20.00 191.935 0
622+30.00 168.838 0
622+40.00 154.235 0
622+50.00 143.792 0
622+60.00 134.238 0
622+70.00 126.485 0
622+80.00 116.26 0
622+90.00 107.426 0
623+00.00 101.618 0
623+10.00 100.241 0
623+20.00 100.892 0
623+30.00 99.207 0
623+40.00 94.304 0
623+50.00 98.325 0
623+60.00 108.908 0
623+70.00 98.925 0
623+80.00 81.587 0
623+90.00 90.37 0
624+00.00 108.998 0
624+10.00 114.389 0
624+20.00 126.378 0
SHEET D.5
Cut Vol (CUYD) Fill Vol (CUYD)
158.27 6.56
624+30.00 129.313 0
624+40.00 114.819 0
624+50.00 105.934 0
624+60.00 91.782 0
624+70.00 96.194 0
624+80.00 108.915 0
624+90.00 103.532 0
625+00.00 100.699 0
625+10.00 101.773 0
625+20.00 100.58 0
625+30.00 103.475 0
625+40.00 103.129 0
625+50.00 110.201 0
625+60.00 113.142 2.817
625+70.00 106.659 63.462
638+20.00 0 0
638+30.00 136.194 0.012
638+40.00 163.842 0
638+50.00 151.067 0
638+60.00 135.471 0
Cut Vol (CUYD) Fill Vol (CUYD)
80.62 2.46
638+70.00 114.342 0
638+80.00 110.964 0
638+90.00 105.042 0
639+00.00 109.611 0
639+10.00 121.044 0
639+20.00 118.415 0
639+30.00 115.82 0
639+40.00 105.201 0
639+50.00 100.776 0
639+60.00 102.575 0
639+70.00 92.817 0
639+80.00 98.661 0
639+90.00 113.909 0
640+00.00 117.465 0
640+10.00 120.304 0
640+20.00 122.293 0
640+30.00 124.247 0
640+40.00 126.937 0
640+50.00 130.895 0
640+60.00 130.749 0
640+70.00 132.156 0
640+80.00 142.722 0
640+90.00 148.381 0
641+00.00 138.318 0
641+10.00 130.728 0
641+20.00 129.007 0
641+30.00 129.747 0
641+40.00 132.494 0
641+50.00 121.62 0
641+60.00 121.394 0
641+70.00 134.714 0
641+80.00 141.924 0
641+90.00 135.735 0
642+00.00 63.31 0
642+10.00 0 0
642+20.00 0 0
SHEET D.6
SHEET D.7
642+30.00 0 0
642+40.00 0 0
642+50.00 0 0
642+60.00 0 0
642+70.00 0 0
642+80.00 0 0
642+90.00 0 0
643+00.00 1.59 0
643+10.00 1.956 0
643+20.00 0.365 0
643+30.00 0 0
643+40.00 0 0
643+50.00 0 0
643+60.00 0 0
643+70.00 0 0
643+80.00 0 0
643+90.00 0 0
644+00.00 0 0
644+10.00 0 0
644+20.00 0 0
644+30.00 0 0
644+40.00 0 0
644+50.00 0 0
644+60.00 0 0
644+70.00 0 0
644+80.00 0 0
644+90.00 99.593 17.479
Cut Vol (CUYD) Fill Vol (CUYD)
155.10 0.65
660+90.00 0 0
661+00.00 156.715 0
661+10.00 144.962 0
661+20.00 134.576 0
661+30.00 122.535 0
661+40.00 116.072 0
661+50.00 109.281 0
661+60.00 112.86 0
661+70.00 111.282 0
661+80.00 104.832 0
661+90.00 115.245 0
662+00.00 130.774 0
662+10.00 141.081 0
662+20.00 147.938 0
662+30.00 156.956 0
662+40.00 81.321 0
662+50.00 0 0
Cut Vol (CUYD) Fill Vol (CUYD)
151.0384252 0.671347051
670+20.00 0 0
670+30.00 95.326 0
670+40.00 199.94 0
670+50.00 213.651 0
670+60.00 212.503 0
670+70.00 200.084 0
670+80.00 194.894 0
670+90.00 214.004 0
671+00.00 155.937 0
Cut Vol (CUYD) Fill Vol (CUYD)
55.050 0.000
SHEET D.10
SHEET D.8
SHEET D.9
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