noca01007_DW_EW_VOL.pdf

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WA NPS NOCA 10(7) Stehekin Valley Road Emergency Reroute
Solicitation number
69056721B000021
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This corridor model component quantities report provides volumetric data for cut, fill, and pavement material requirements for the Access Route Alignment. The report details material volumes by station and component, including cut volume of 19,152 cubic yards and fill volume of 28,600 cubic yards. Pavement layer volumes include 0.720 cubic yards for Layer 1, 39.430 cubic yards for Layer 3, and 35.236 cubic yards for Layer 4. The related federal contract opportunity is solicitation number 69056721B000021 for emergency rerouting of Stehekin Valley Road in Washington State issued by the Department of Transportation Federal Highway Administration. The solicitation seeks contractors to perform work including road construction and rerouting.

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Corridor Model Component Quantities Report Report Created: Thursday, October 28, 2021

Time: 8:04:09 AM

Corridor Name: Access Route Alignment

Name:

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

222.453 Cut Volume: 0.211 1.00 0.000 Fill Volume: 14.036 1.00 0.000

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 4.443 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 1.00 0.000 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.137 1.00 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 1.00 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 7.603 1.00 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 9.109 1.00 0.000

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 1.00 0.000

230.000 Cut Volume: 0.245 0.064 0.04 0.002 Fill Volume: 13.239 3.812 0.04 0.141

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 2.978 28.000 1.00 28.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 24.432 1.00 24.432 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.138 0.038 0.04 0.001

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 1.00 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 7.681 2.136 0.04 0.079

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 9.186 2.557 0.04 0.095

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 23.953 1.00 23.953

240.000

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 1 of 8Volumes Report

10/28/2021file:///C:/Users/hunter.goguen/AppData/Local/Temp/RPTa3oh2zqb.html

Cut Volume: 0.213 0.085 0.04 0.003 Fill Volume: 13.234 4.903 0.04 0.182

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 3.096 30.367 1.00 30.367 Mesh\Modeling\Components\Grading\XS_TC_Fill: 0.673 3.367 1.00 3.367

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.140 0.052 0.04 0.002

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 7.786 2.864 0.04 0.106

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 9.291 3.422 0.04 0.127

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 31.740 1.00 31.740

250.000 Cut Volume: 0.046 0.048 0.04 0.002 Fill Volume: 13.884 5.022 0.04 0.186

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 3.911 35.034 1.00 35.034 Mesh\Modeling\Components\Grading\XS_TC_Fill: 0.495 5.843 1.00 5.843

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.170 0.057 0.04 0.002

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 9.252 3.155 0.04 0.117

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 10.758 3.713 0.04 0.138

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 31.740 1.00 31.740

260.000 Cut Volume: 0.000 0.009 0.04 0.000 Fill Volume: 13.340 5.042 0.04 0.187

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 4.343 41.269 1.00 41.269 Mesh\Modeling\Components\Grading\XS_TC_Fill: 2.086 12.906 1.00 12.906

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.198 0.068 0.04 0.003

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 2 of 8Volumes Report

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 10.660 3.687 0.04 0.137

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 12.165 4.245 0.04 0.157

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 31.740 1.00 31.740

270.000 Cut Volume: 0.007 0.001 0.04 0.000 Fill Volume: 9.113 4.158 0.04 0.154

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 5.092 47.172 1.00 47.172 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.233 16.597 1.00 16.597

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.211 0.076 0.04 0.003

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 11.303 4.067 0.04 0.151

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 12.809 4.625 0.04 0.171

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 31.740 1.00 31.740

280.000 Cut Volume: 1.610 0.299 0.04 0.011 Fill Volume: 5.169 2.645 0.04 0.098

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 7.885 64.886 1.00 64.886 Mesh\Modeling\Components\Grading\XS_TC_Fill: 0.149 6.911 1.00 6.911

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.223 0.080 0.04 0.003

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 11.946 4.305 0.04 0.159

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 13.452 4.863 0.04 0.180

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 31.740 1.00 31.740

290.000 Cut Volume: 5.537 1.324 0.04 0.049 Fill Volume: 2.745 1.466 0.04 0.054

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 3 of 8Volumes Report

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 7.323 76.041 1.00 76.041 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.193 0.077 0.04 0.003

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 10.411 4.140 0.04 0.153

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 9.826 4.311 0.04 0.160

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 2.645 29.095 1.00 29.095

300.000 Cut Volume: 8.189 2.542 0.04 0.094 Fill Volume: 1.266 0.743 0.04 0.028

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 5.111 62.169 1.00 62.169 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.149 0.063 0.04 0.002

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 8.217 3.450 0.04 0.128

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 6.315 2.989 0.04 0.111

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 2.116 23.805 1.00 23.805

310.000 Cut Volume: 8.557 3.101 0.04 0.115 Fill Volume: 1.006 0.421 0.04 0.016

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 4.062 45.867 1.00 45.867 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.120 0.050 0.04 0.002

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 6.783 2.778 0.04 0.103

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 4 of 8Volumes Report

Layer 4: 3.956 1.902 0.04 0.070

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 1.587 18.515 1.00 18.515

320.000 Cut Volume: 8.620 3.181 0.04 0.118 Fill Volume: 0.731 0.322 0.04 0.012

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 3.466 37.643 1.00 37.643 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 32.375 1.00 32.375 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.120 0.045 0.04 0.002

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 6.783 2.512 0.04 0.093

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 2.596 1.213 0.04 0.045

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 1.058 13.225 1.00 13.225

325.000 Cut Volume: 9.260 1.656 0.04 0.061 Fill Volume: 0.068 0.04 0.003

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 3.070 16.341 1.00 16.341 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 16.187 1.00 16.187 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.129 0.023 0.04 0.001

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 7.225 1.297 0.04 0.048

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 2.041 0.429 0.04 0.016

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 0.793 4.629 1.00 4.629

330.000 Cut Volume: 9.646 1.751 0.04 0.065 Fill Volume: 0.04 0.000

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 2.453 13.809 1.00 13.809

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 5 of 8Volumes Report

Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 16.187 1.00 16.187

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 1: 0.140 0.025 0.04 0.001

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 7.783 1.390 0.04 0.051

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 1.443 0.323 0.04 0.012

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 0.529 3.306 1.00 3.306

338.684 Cut Volume: 10.323 3.211 0.04 0.119 Fill Volume: 0.04 0.000

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 1.728 18.156 1.00 18.156 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 28.115 1.00 28.115 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.152 0.047 0.04 0.002

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 8.399 2.602 0.04 0.096

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 0.201 0.264 0.04 0.010

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 0.070 2.599 1.00 2.599

338.686 Cut Volume: 10.323 0.001 0.04 0.000 Fill Volume: 0.04 0.000

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 1.728 0.003 1.00 0.003 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 0.006 1.00 0.006 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.152 0.000 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 8.399 0.001 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 0.201 0.000 0.04 0.000

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 6 of 8Volumes Report

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 0.069 0.000 1.00 0.000

340.000 Cut Volume: 10.451 0.505 0.04 0.019 Fill Volume: 0.04 0.000

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 1.618 2.198 1.00 2.198 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 4.253 1.00 4.253 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.154 0.007 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 8.492 0.411 0.04 0.015

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 0.005 0.04 0.000

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 0.046 1.00 0.046

342.000 Cut Volume: 26.681 1.375 0.04 0.051 Fill Volume: 0.04 0.000

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 2.268 3.886 1.00 3.886 Mesh\Modeling\Components\Grading\XS_TC_Fill: 1.00 0.000

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 3.237 6.475 1.00 6.475 Mesh\Modeling\Components\Pavt\XS_TC_Pavement

Layer 1: 0.157 0.012 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 8.634 0.634 0.04 0.023

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 10.139 0.376 0.04 0.014

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 3.174 3.174 1.00 3.174

Totals:

Cut Volume: 19.152 0.04 0.709 Fill Volume: 28.600 0.04 1.059

Mesh\Modeling\Components\DNC\XS_TC_Draft-DNC: 1.00 0.000 Mesh\Modeling\Components\Grading\XS_TC_Cut: 522.843 1.00 522.843 Mesh\Modeling\Components\Grading\XS_TC_Fill: 45.624 1.00 45.624

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 7 of 8Volumes Report

Mesh\Modeling\Components\Grading\XS_TC_Foreslope: 387.029 1.00 387.029

Layer 1: 0.720 0.04 0.027

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 2: 0.04 0.000

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 3: 39.430 0.04 1.460

Mesh\Modeling\Components\Pavt\XS_TC_Pavement Layer 4: 35.236 0.04 1.305

Mesh\Modeling\Components\Shoulder\XS_TC_Shoulder Foreslope: 281.046 1.00 281.046

Total Estimated Cost: 1359.68

Component End Area

Totals

Component Surface Area

Totals

Station Material Area Volume Length Area Unit Cost

Material Cost

Page 8 of 8Volumes Report

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