NamedBoundaryQuantities.pdf
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- Solicitation number
- 69056724B000012
About this file
This document is a Quantities Report that provides detailed information about construction materials, measurements, and quantities for the Swiftcurrent Spur Road Rehabilitation project (MT NP GLAC 14(6)).
The report covers various construction elements including pavement layers, fill, cut, turf establishment, foreslopes, and more. It provides specific quantities and measurements for each named boundary and station along the alignment. The project involves road rehabilitation work along the Swiftcurrent Spur Road. The federal agency overseeing the project is the Department of Transportation Federal Highway Administration. The solicitation number is 69056724B000012.
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Quantities Report by Named Boundary
Report Created: Thursday, June 6, 2024 Time: 1:32:45 PM
Named Boundary Group:
ALI_ML-SC_01
Alignment Name: ALI_ML-SC_01
Input Grid Factor:
Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.
Station Named Boundary Name Material Count Length Top Sloped Area Volume
72+25.320 Plan 1
Fill: 2466.635
Cut: 644.417
DNC:
Turf Establishment: 38923.160
Pavement Layer 1: 91839.924 553.636
Leveling: 83522.789 113.359
Pavement Layer 2: 15265.671 61.179
Foreslope: 8402.136
Volumes_Fill: 24120.124 32.479
Volumes_Cut: 25863.789 17.333
Baseline: 4539.169
DNC: 40071.409
AUX_04: 8656.022
Edge of Widen 1: 6746.096
Edge of Widen: 6748.054
Centerline 1: 4483.583
Centerline: 4483.583
Edge of Overlay 1: 8967.165
Edge of Overlay: 8967.165
Edge of Pavt 1: 6748.566
Volumes_Topsoil Stripping Limits: 6774.861
Prop Clearing: 6881.590
Cut: 1892.569
Fill: 4155.065
FINAL
Page 1 of 1MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Time: 1:16:01 PM
Named Boundary Group:
ALI_ML-SC_01
Alignment Name: ALI_ML-SC_01
Input Grid Factor:
Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.
Station Named Boundary Name Material Count Length Top Sloped Area Volume
21+98.000 Sc_MotorInn
Fill: 3071.972
Foreslope: 402.567
Curb Bottom: 1776.287 32.888
Cut: 546.975
DNC:
Pavement Layer 1: 75937.438 702.292
Curb Top: 2118.241 55.474
Turf Establishment: 6312.876
Pavement Layer 4: 76644.519 1422.811
Subex_Exc2: 183.419 11.882
Pavement Layer 2: 764.998 5.027
Subex_Backfill2: 197.177 12.280
Sidewalk Layer 1: 4947.905 45.726
Sidewalk Layer 2: 4948.757 60.984
Verge: 3519.735 64.790
Volumes_Fill: 7966.531 150.755
Volumes_Cut: 83235.818 2030.808
Baseline: 387.072
DNC: 529.374
Centerline 1: 56.007
Centerline: 56.007
Centerline 4: 56.007
Edge of Shld: 1069.786
Edge of Shld 4: 431.148
Lane Line A1: 469.559
Edge of Pavt: 469.559
Lane Line A4: 469.559
Centerline Exist: 56.007
Terrain_Breakline: 1539.295
Terrain_Exterior: 1241.127
Concrete Median Bot: 630.815
Edge of Pavt 1: 3275.875
Edge of Pavt 4: 3047.108
Edge of pavement: 1817.992
FINAL - Swiftcurrent Motor Inn
Page 1 of 2MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Station Named Boundary Name Material Count Length Top Sloped Area Volume
Prop Clearing: 1555.514
Curb Back Agg Bot: 1769.605
Curb Back Bot: 3539.211
Curb Back Top: 1666.646
Curb Face Agg Bot: 1784.012
Curb Face Bot: 1784.012
Curb Face Pavt: 1760.876
Curb Face Top: 1778.377
Fill: 1136.007
Edge of Shld 1: 217.460
Volumes_Topsoil Stripping Limits: 1330.521
Cut: 351.747
Ditch: 30.348
Sidewalk 1: 1442.187
Sidewalk 2: 1442.187
Sidewalk: 761.963
Baseline - Alt 1: 333.791
Subex_Backfill2: 124.280
Subex_Exc2: 71.920
FINAL - Swiftcurrent Motor Inn
Page 2 of 2MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Time: 1:26:45 PM
Named Boundary Group:
ALI_ML-SC_01
Alignment Name: ALI_ML-SC_01
Input Grid Factor:
Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.
Station Named Boundary Name Material Count Length Top Sloped Area Volume
23+08.093 APP_2228_R
Pavement Layer 2: 145.852 0.598
Turf Establishment: 388.688
Cut: 40.240
Fill: 3.907
Foreslope: 76.233
Leveling: 4.475 0.003
Pavement Layer 1: 549.345 3.308
DNC:
Volumes_Fill: 65.992 0.057
Volumes_Cut: 646.588 1.877
Baseline: 182.551
Terrain_Breakline: 22.860
Terrain_Exterior: 142.074
Edge of Pavt 1: 234.589
Volumes_Topsoil Stripping Limits: 62.486
Prop Clearing: 41.883
Edge of Widen 1: 63.851
DNC: 67.427
Edge of Widen: 67.427
Edge of Overlay 1: 70.544
Edge of Overlay: 70.544
Cut: 47.591
Fill: 8.895
23+13.074 APP_2228_L
Turf Establishment: 871.984
Cut: 47.900
Fill: 77.028
Leveling: 28.396 0.148
DNC:
Pavement Layer 2: 333.056 1.350
Pavement Layer 1: 1751.814 10.638
Foreslope: 183.314
Volumes_Fill: 1284.005 6.264
Volumes_Cut: 861.301 2.043
Page 1 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Baseline: 0.003
Baseline - Approach: 61.698
Terrain_Breakline: 111.771
Terrain_Exterior: 381.801
DNC: 147.178
Edge of Widen 1: 143.208
Edge of Widen: 147.178
Edge of Pavt 1: 468.643
Edge of Overlay 1: 150.364
Edge of Overlay: 150.364
Volumes_Topsoil Stripping Limits: 142.212
Prop Clearing: 137.441
Cut: 68.764
Fill: 55.430
27+62.781 APP_2710_R
Pavement Layer 1: 1666.090 10.108
Turf Establishment: 834.721
Fill: 114.145
Foreslope: 147.770
Cut: 23.072
Leveling: 15.691 0.116
DNC:
Pavement Layer 2: 280.047 1.149
Volumes_Fill: 803.162 3.302
Volumes_Cut: 1224.131 3.583
Baseline: 0.022
Baseline - Approach: 51.225
Terrain_Breakline: 129.196
Terrain_Exterior: 257.993
Edge of Pavt 1: 519.717
Volumes_Topsoil Stripping Limits: 123.404
Prop Clearing: 108.347
Edge of Widen 1: 126.552
DNC: 130.192
Edge of Widen: 130.192
Edge of Overlay 1: 133.443
Edge of Overlay: 133.443
Cut: 60.770
Fill: 53.957
29+22.390 APP_2857_R
DNC:
Cut: 46.502
Fill: 15.709
Foreslope: 124.625
Leveling: 3.116 0.000
Pavement Layer 1: 1240.684 7.523
Page 2 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Pavement Layer 2: 237.608 0.977
Turf Establishment: 761.757
Volumes_Fill: 45.045 0.079
Volumes_Cut: 1455.310 4.957
Baseline: 118.851
Terrain_Breakline: 40.034
Terrain_Exterior: 214.980
Edge of Pavt 1: 368.272
Volumes_Topsoil Stripping Limits: 106.484
Prop Clearing: 94.000
Edge of Widen 1: 107.417
DNC: 111.005
Edge of Widen: 111.005
Edge of Overlay 1: 114.157
Edge of Overlay: 114.157
Cut: 84.970
Fill: 11.334
Baseline - Approach:
32+75.602 APP_29+89_R
Foreslope: 197.257
DNC:
Leveling: 46.306 0.033
Pavement Layer 2: 414.651 1.728
Fill: 183.061
Cut: 5.710
Pavement Layer 1: 2567.495 15.569
Turf Establishment: 1313.172
Volumes_Fill: 2537.484 7.538
Volumes_Cut: 528.382 0.300
Baseline: 400.125
Terrain_Interior: 69.734
Terrain_Exterior: 515.363
Terrain_Breakline: 151.336
Edge of Pavt 1: 947.455
Volumes_Topsoil Stripping Limits: 242.723
Prop Clearing: 253.354
Edge of Widen 1: 229.437
DNC: 229.756
Edge of Widen: 229.756
Edge of Overlay 1: 229.905
Edge of Overlay: 229.905
Cut: 52.257
Fill: 177.286
Baseline - Approach:
33+50.000 TURN_L
Cut: 8185.500 0.000
Page 3 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Pavement Layer 2: 1612.857 10.508
Foreslope: 1599.913
Pavement Layer 4: 24571.323 444.124
DNC:
Turf Establishment: 5911.913
Fill: 23.864
Verge: 1196.319 22.074
Pavement Layer 1: 22373.457 204.858
Bottom Mesh: 203.567
Volumes_Fill: 7519.168 325.749
Volumes_Cut: 25870.781 1012.507
Baseline: 838.772
Baseline - Approach: 0.974
Terrain_Exterior: 1962.194
Lane Line A1: 1058.745
Edge of Pavt: 1058.745
Lane Line A4: 1058.745
Volumes_Topsoil Stripping Limits: 825.942
Prop Clearing: 947.313
Ditch: 1659.954
DNC: 1029.624
Edge of Shld 1: 869.747
Edge of Shld: 1029.624
Edge of Shld 4: 1895.816
Edge of Pavt 1: 2775.666
Cut: 901.924
Fill: 7.456
Terrain_Breakline: 158.716
Terrain_Interior: 212.278
Edge of Pavt 4: 1904.689
Concrete Median Bot: 159.628
Leveling:
Edge of Widen 1:
Edge of Widen:
Edge of Overlay 1:
Edge of Overlay:
38+59.061 APP_3834_R
Pavement Layer 1: 574.818 3.461
Turf Establishment: 386.174
Cut: 20.272
Fill: 14.100
Foreslope: 62.590
Leveling: 7.052 0.010
Pavement Layer 2: 121.263 0.484
DNC:
Volumes_Fill: 223.435 0.520
Page 4 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Volumes_Cut: 477.262 2.246
Baseline: 133.955
Terrain_Breakline: 71.904
Terrain_Exterior: 145.978
Volumes_Topsoil Stripping Limits: 66.773
Prop Clearing: 49.629
Edge of Widen 1: 68.123
DNC: 70.868
Edge of Widen: 70.868
Edge of Pavt 1: 72.571
Edge of Overlay 1: 73.453
Edge of Overlay: 73.453
Cut: 39.384
Fill: 21.607
Pavement Layer 4:
Verge:
Bottom Mesh:
Baseline - Approach:
Lane Line A1:
Edge of Pavt:
Lane Line A4:
Ditch:
Edge of Shld 1:
Edge of Shld:
Edge of Shld 4:
Terrain_Interior:
Edge of Pavt 4:
Concrete Median Bot:
50+69.479 HELIPAD_R
Cut: 231.919
Fill: 86.198
Turf Establishment: 3770.488
Foreslope: 555.629
DNC:
Pavement Layer 1: 9156.855 55.955
Leveling: 54.402 0.041
Pavement Layer 2: 1039.313 4.249
Volumes_Fill: 3400.445 5.666
Volumes_Cut: 6926.854 26.132
Baseline: 191.987
Terrain_Breakline: 94.855
Terrain_Exterior: 639.294
Volumes_Topsoil Stripping Limits: 501.902
Prop Clearing: 550.053
Edge of Widen 1: 482.932
DNC: 482.982
Page 5 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Edge of Widen: 482.982
Edge of Pavt 1: 1522.432
Edge of Overlay 1: 482.981
Edge of Overlay: 482.981
Cut: 345.446
Fill: 87.010
Pavement Layer 4:
Verge:
Bottom Mesh:
Baseline - Approach:
Lane Line A1:
Edge of Pavt:
Lane Line A4:
Ditch:
Edge of Shld 1:
Edge of Shld:
Edge of Shld 4:
Terrain_Interior:
Edge of Pavt 4:
Concrete Median Bot:
57+22.836 TURN_R
Fill: 423.381
DNC:
Cut: 71.306
Foreslope: 647.414
Turf Establishment: 3122.553
Pavement Layer 2: 1147.652 4.612
Pavement Layer 1: 8864.523 54.096
Leveling: 78.055 0.001
Volumes_Fill: 3205.445 3.697
Volumes_Cut: 7033.192 9.108
Baseline: 551.824
Terrain_Breakline: 565.429
Terrain_Exterior: 977.446
Volumes_Topsoil Stripping Limits: 507.200
Prop Clearing: 512.137
Edge of Widen 1: 503.473
DNC: 507.212
Edge of Widen: 507.212
Edge of Pavt 1: 1577.859
Edge of Overlay 1: 509.748
Edge of Overlay: 509.748
Cut: 156.804
Fill: 300.389
Pavement Layer 4:
Verge:
Page 6 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Bottom Mesh:
Baseline - Approach:
Lane Line A1:
Edge of Pavt:
Lane Line A4:
Ditch:
Edge of Shld 1:
Edge of Shld:
Edge of Shld 4:
Terrain_Interior:
Edge of Pavt 4:
Concrete Median Bot:
Page 7 of 7MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Report Created: Wednesday, June 5, 2024 Time: 12:59:04 PM
Named Boundary Group:
ALI_PARK_03
Alignment Name: ALI_PARK_03
Input Grid Factor:
Note: All units in this report are in feet, square feet and cubic yards unless specified otherwise.
Station Named Boundary Name Material Count Length Top Sloped Area Volume
707+00.000 PicnicArea
Fill: 4712.432
Cut: 273.800
Turf Establishment: 5324.706
DNC:
Pavement Layer 4: 35007.368 622.584
Foreslope: 4112.826
Pavement Layer 1: 29148.002 266.360
Bottom Mesh: 106.203
Pavement Layer 2: 3911.461 26.577
Sidewalk Layer 1: 1399.506 12.943
Sidewalk Layer 4: 1399.506 12.943
Verge: 64.203 1.189
Volumes_Cut: 6176.155 63.553
Volumes_Fill: 35174.089 855.666
Terrain_Exterior: 1146.937
Volumes_Topsoil Stripping Limits: 1564.799
Prop Clearing: 1592.509
DNC: 6634.869
Edge of Shld 1: 1423.148
Edge of Shld: 1581.687
Edge of Shld 4: 1412.846
Edge of Pavt 1: 4675.906
Edge of Pavt: 4026.460
Edge of Pavt 4: 2943.232
Fill: 1442.876
Terrain_Breakline: 223.182
Ditch: 87.730
Lane Line A1: 1398.974
Lane Line A4: 1398.974
Cut: 96.030
Forced Slope Tie: 46.693
Edge of Widen: 24.266
SW Front Bot: 401.979
Sidewalk 4: 401.979
FINAL - Picnic Area Loop
Page 1 of 2MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
Concrete Median Bot: 51.103
Centerline 1: 540.773
Centerline: 540.773
Centerline 4: 540.773
Centerline Exist: 540.773
Baseline - Alt 1: 888.217
Baseline: 665.884
FINAL - Picnic Area Loop
Page 2 of 2MT NP GLAC 14(6) Swiftcurrent Spur Road Rehabilitation
| Overlay_NamedBoundrary |
| SCMotorInnNB_Quantities |
| NamedBoundrary |
| PicnicAreaLoopNB_Qty |
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