OR_DOT_CRGNSA_100(4)_Earthwork.pdf

OR DOT CRGNSA 100(4)

Historic Columbia River Highway State Trail, Mitchell Point Crossing

Earthwork Summary Roadway Excavation

(CUYD)

Embankment Construction

(CUYD)

Trail 440+01 to 448+38.87 919.08 19.22 Trail 454+75.75 to 469+50 1572.48 1655.01 Entry Drive 295+30 to 297+89.22 239.92 21.72 Parking Area and Plaza 805.68 0.37 Gabion Berm 50+00 to 52+25 97.9 171.26 Emergency Vehicle Turnaround 615.41 0

Trail, Entry Drive and Gabion earthwork are provided by end area volumes. Parking area and Emergency Vehicle Turnaround earthwork are based on volumetric computations between the proposed subgrade and existing ground surfaces.

Station Area Volume Calculated Roadway Excavation Volumes

[CYD]

Area Volume

Calculated Embankment Construction

Volumes [CYD] 440+01.00 10.65 0 0.00 0.08 0 0.00 440+25.00 9.28 8.86 8.86 0.06 0.06 0.06 440+50.00 10.79 9.29 9.29 0 0.03 0.03 440+75.00 14.32 11.63 11.63 0 0 0.00 441+00.00 13.24 12.76 12.76 0 0 0.00 441+25.00 8.38 10.01 10.01 0 0 0.00 441+50.00 8.61 7.86 7.87 0 0 0.00 441+75.00 18.67 12.63 12.63 0 0 0.00 442+00.00 24.06 19.78 19.78 0 0 0.00 442+25.00 25.18 22.79 22.80 0 0 0.00 442+50.00 20.13 20.98 20.98 0 0 0.00 442+75.00 13.58 15.61 15.61 0.01 0.01 0.00 443+00.00 17.57 14.42 14.42 0 0.01 0.00

Grand Total: 166.62 166.62 Grand Total: 0.11 0.10

Quantities in CYD

MITCHELL POINT TRAIL EARTHWORK

STATION 440+01 to 448+38.87 (PAGE 1 of 3)

ROADWAY EXCAVATION VOLUMES

EMBANKMENT CONSTRUCTION

VOLUMES

Calculated Roadway

Excavation Volumes

[CYD]

Area Volume

Calculated Embankment Construction

Volumes [CYD]

443+00.00 17.57 0 0 0 0 0 443+25.00 17.21 16.1 16.10 0 0 0.00 443+50.00 17.06 15.86 15.87 0 0 0.00 443+75.00 16.58 15.57 15.57 0.75 0.35 0.35 444+00.00 15.2 14.71 14.71 1.24 0.92 0.92 444+25.00 17.69 15.23 15.23 0.05 0.6 0.60 444+50.00 29.71 21.94 21.94 1.37 0.66 0.66 444+75.00 43.85 34.06 34.06 0 0.63 0.63 445+00.00 29.89 34.14 34.14 0 0 0.00 445+25.00 19.47 22.86 22.85 11.86 5.49 5.49 445+50.00 15.17 16.04 16.04 1.52 6.19 6.19 445+75.00 21.35 16.91 16.91 0 0.7 0.70 446+00.00 53.06 34.45 34.45 0 0 0.00 446+25.00 99.37 70.57 70.57 0 0 0.00 446+50.00 62.84 75.1 75.10 0 0 0.00 446+75.00 48.97 51.76 51.76 0 0 0.00 447+00.00 42.79 42.48 42.48 0 0 0.00

Grand Total: 497.78 497.78 15.54 15.55 Quantities in CYD

MITCHELL POINT TRAIL EARTHWORK

STATION 440+01 to 448+38.87 (PAGE 1 of 3)

ROADWAY EXCAVATION VOLUMES

EMBANKMENT CONSTRUCTION

VOLUMES

Roadway

Excavation Volumes

[CYD]

Area Volume

Calculated Embankment Construction

Volumes

[CYD]

447+00.00 42.79 0 0 0 0 0 447+05.00 43.15 7.96 7.96 0 0 0.00 447+10.00 44.95 8.16 8.16 0 0 0.00 447+15.00 49.49 8.74 8.74 0 0 0.00 447+20.00 20.49 10.25 6.48 0.01 0 0.00 447+25.00 17.52 11.22 3.52 0.01 0 0.00 447+30.00 9.06 10.29 2.46 2.56 0.31 0.24 447+35.00 47.43 9.9 5.23 2.13 0.57 0.43 447+40.00 52 11.02 9.21 0.52 0.33 0.25 447+45.00 54.4 12.21 9.85 0.19 0.08 0.07 447+50.00 49.15 12.41 9.59 0.01 0.02 0.02 447+55.00 43.22 11.62 8.55 0.01 0 0.00 447+60.00 37.68 10.73 7.49 0.01 0 0.00 447+65.00 35.94 9.61 6.82 0.01 0 0.00 447+70.00 34.03 8.59 6.48 0.01 0 0.00 447+75.00 27.11 7.56 5.66 0.01 0 0.00 447+80.00 30.68 7.01 5.35 0.08 0.01 0.01 447+85.00 24 6.76 5.06 0.55 0.06 0.06 447+90.00 45.39 8.43 6.43 0.01 0.05 0.05 447+95.00 55.67 12.28 9.36 0.01 0 0.00 448+00.00 30.06 11.69 7.94 0.03 0 0.00 448+05.00 45.78 9.92 7.02 1.8 0.31 0.17 448+10.00 71.43 12.66 10.85 4.31 1.17 0.57 448+15.00 90.34 16.02 14.98 6.16 1.91 0.97 448+20.00 130 21.41 20.40 0.87 1.15 0.65 448+25.00 171.12 30.45 27.88 0.01 0.11 0.08 448+30.00 187.61 36.82 33.22 0 0 0.00

Grand Total: 323.72 254.68 6.08 3.58

ROADWAY EXCAVATION VOLUMES

EMBANKMENT

CONSTRUCTION VOLUMES

MITCHELL POINT TRAIL EARTHWORK

STATION 440+01 to 448+38.87 (PAGE 3 of 3)

Roadway

Excavation Volumes [CYD]

Area Volume

Calculated Embankment Construction

Volumes

[CYD]

454+82.00 241.67 0 0 0.02 0 0 454+85.00 173.35 24.14 23.06 0.03 0 0.00 454+90.00 95.82 26.53 24.92 0.03 0.01 0.01 454+95.00 46.69 14.67 13.20 0.04 0.01 0.01 455+00.00 16.61 7.18 5.86 0.22 0.02 0.02 455+05.00 10.79 3.61 2.54 0.61 0.13 0.08 455+10.00 18.44 3.62 2.71 0.74 0.28 0.13 455+15.00 10.20 4.51 2.65 0.68 0.34 0.13 455+20.00 9.79 4.65 1.85 0.66 0.33 0.12 455+25.00 12.32 4.87 2.05 0.66 0.31 0.12 455+30.00 15.41 5.62 2.57 0.15 0.16 0.08 455+35.00 6.50 5.08 2.03 0.64 0.15 0.07 455+40.00 4.59 3.92 1.03 0.56 0.27 0.11 455+45.00 4.56 3.76 0.85 0.56 0.25 0.10 455+50.00 0.16 3.37 0.44 0.52 0.25 0.10 455+55.00 7.37 2.88 0.70 0.54 0.32 0.10 455+60.00 6.56 3.17 1.29 0.52 0.38 0.10 455+65.00 7.57 3.64 1.31 0.46 0.34 0.09 455+70.00 16.82 4.52 2.26 0.87 0.35 0.12 455+75.00 11.7 4.74 2.64 1.64 0.78 0.23 455+80.00 7.2 3.73 1.75 1.75 1.4 0.31 455+85.00 5.51 3.06 1.18 5.95 1.78 0.71 455+90.00 5.63 2.79 1.03 7.55 2.31 1.25 455+95.00 5.26 2.59 1.01 10.05 2.84 1.63 456+00.00 5.2 2.39 0.97 9.4 2.93 1.80 456+05.00 4.72 2.58 0.92 6.83 2.46 1.50 456+10.00 4.8 2.93 0.88 4.86 1.78 1.08 456+15.00 4.94 3.05 0.90 5.07 1.53 0.92 456+20.00 5.95 3.04 1.01 4.58 1.39 0.89 456+25.00 9.53 3.38 1.43 3.14 1.02 0.71 456+30.00 8.38 3.72 1.66 3.32 0.83 0.60 456+35.00 10.46 3.93 1.74 0.54 0.48 0.36 456+40.00 16.58 4.66 2.50 0.9 0.3 0.13 456+45.00 21.48 5.6 3.52 0.88 0.39 0.16 456+50.00 25.35 6.46 4.34 0.54 0.22 0.13 456+55.00 23.82 6.72 4.55 0.87 0.24 0.13 456+60.00 20.46 6.28 4.10 0.58 0.27 0.13 456+65.00 28.5 7.1 4.53 0.01 0.11 0.05 456+70.00 38.13 9.22 6.17 0.01 0 0.00 456+75.00 32.6 9.44 6.55 0.22 0.02 0.02 456+80.00 25.11 7.4 5.34 0.1 0.03 0.03 456+85.00 21.34 5.79 4.30 0.67 0.07 0.07 456+90.00 21.89 5.6 4.00 0.05 0.07 0.07 456+95.00 27.52 6.58 4.58 0.01 0.01 0.01 457+00.00 24.13 7.03 4.78 0.01 0 0.00 457+05.00 19.21 6.01 4.01 0.01 0 0.00 457+10.00 17.58 4.97 3.41 1 0.21 0.09 457+15.00 17.51 4.64 3.25 0.68 0.35 0.16 457+20.00 17.98 4.7 3.29 0.5 0.2 0.11 457+25.00 18.02 4.87 3.33 0.07 0.07 0.05 457+30.00 17.51 5.02 3.29 0.01 0.01 0.01 457+35.00 15.92 4.93 3.10 0.01 0 0.00 457+40.00 14.39 4.64 2.81 0.01 0 0.00 457+45.00 13.83 4.31 2.61 0.03 0 0.00 457+50.00 11.84 3.87 2.38 1.62 0.15 0.15 457+55.00 10.83 3.45 2.10 1.63 0.57 0.30 457+60.00 10.04 3.19 1.93 1.82 0.86 0.32 457+65.00 6.64 2.85 1.54 1.04 0.76 0.26 457+70.00 5.91 2.56 1.16 3.56 0.85 0.43 457+75.00 5.45 2.44 1.05 2.11 1.03 0.53 457+80.00 5.17 2.35 0.98 1.61 0.92 0.34 457+85.00 4.91 1.62 0.93 10.53 1.4 1.12 457+90.00 4.96 0.91 0.91 11.62 2.05 2.05 457+95.00 5.37 0.96 0.96 13 2.28 2.28 458+00.00 5.9 1.04 1.04 14.29 2.53 2.53

Grand Total: 328.88 211.78 41.4 25.19

ROADWAY EXCAVATION VOLUMES

EMBANKMENT

CONSTRUCTION VOLUMES

MITCHELL POINT TRAIL EARTHWORK

STATION 454+74.75 to 469+50 (PAGE 1 of 2)

EMBANKMENT

CONSTRUCTION

VOLUMES

Begin Station End Station

Total Calculated Roadway

Excavation Volumes

[CYD]

Total Calculated Embankment Construction

Volumes [CYD]

Station Area Volume

Calculated Roadway

Excavation Volumes

[CYD]

Area Volume

Calculated Embankment Construction

Volumes

[CYD]

Station Area Volume

Calculated Roadway

Excavation Volumes

[CYD]

Area Volume

Calculated Embankment Construction

Volumes

[CYD]

Station Area Volume

Calculated Roadway

Excavation Volumes [CYD]

Area Volume

Calculated Embankment Construction

Volumes

[CYD]

458+00.00 464+00.00 509.59 672.03 458+00.00 5.9 0 0 15.43 0 0.00 458+75.00 0.15 0 0.00 43.29 0 0.00 466+65.00 7 0 0 36.02 0 0 464+00.00 469+50.00 851.11 957.79 458+25.00 5.4 5.23 5.23 23.59 18.07 18.06 459+00.00 0.49 0.3 0.30 27.55 32.79 32.80 466+75.00 0 1.3 1.30 33.58 12.89 12.89

458+50.00 2.99 3.89 3.88 35.54 27.37 27.38 459+25.00 5.75 2.89 2.89 12.67 18.62 18.62 467+00.00 0 0 0.00 40.27 34.19 34.19 458+75.00 0 1.39 1.38 51.03 40.08 40.08 459+50.00 13.62 8.97 8.97 1.84 6.72 6.72 467+25.00 0 0 0.00 31.07 33.03 33.03

Total 10.51 10.5 Total 85.52 85.52 459+75.00 18.63 14.93 14.93 1.49 1.54 1.54 467+50.00 0 0 0.00 29.82 28.19 28.19 460+00.00 9.7 13.12 13.12 2.8 1.99 1.99 467+75.00 0 0 0.00 30.96 28.14 28.14 460+25.00 24.77 15.96 15.96 2.54 2.47 2.47 468+00.00 16.77 7.77 7.76 19.26 23.25 23.25 460+50.00 57.92 38.28 38.28 0.11 1.22 1.23 468+25.00 33.6 23.32 23.32 3.99 10.76 10.76 460+75.00 81.67 64.63 64.63 0 0.05 0.05 468+50.00 41.9 34.96 34.95 1.49 2.54 2.54 461+00.00 80.58 75.12 75.12 1.06 0.49 0.49 468+75.00 72.91 53.15 53.15 0 0.69 0.69 461+25.00 33.37 52.75 52.75 20.76 10.1 10.10 469+00.00 93.61 77.09 77.09 0 0 0.00 461+50.00 71.94 48.75 48.75 1.47 10.29 10.29 469+25.00 89.22 84.64 84.64 0 0 0.00 461+75.00 53.01 57.85 57.85 4.34 2.69 2.69 469+50.00 84.88 80.57 80.60 0 0 0.00 462+00.00 16.4 32.13 32.13 26.1 14.09 14.09 Grand Total: 362.80 362.82 Grand Total: 173.68 173.68 462+25.00 17.2 15.56 15.56 39.82 30.52 30.52 462+50.00 14.64 14.74 14.74 132.38 79.72 79.72 462+75.00 9.37 11.12 11.12 86.25 101.22 101.22 463+00.00 6.37 7.29 7.29 34.89 56.08 56.08 463+25.00 10 7.58 7.58 73.62 50.24 50.24 463+50.00 9.34 8.95 8.95 47.95 56.28 56.28 463+75.00 3.94 6.15 6.15 44.09 42.61 42.61 464+00.00 0.47 2.04 2.04 100.11 66.76 66.76

Grand Total: 499.11 499.09 Grand Total: 586.49 586.51

Last Sheet 464+00 - 469+50 464+25.00 5.99 2.99 2.99 108.16 96.42 96.42 464+50.00 115.93 56.44 56.44 37.31 67.35 67.35 464+75.00 105.13 102.34 102.34 43.43 37.38 37.38 465+00.00 48.38 71.07 71.07 67.58 51.39 51.39 465+25.00 54.99 47.85 47.86 58.82 58.52 58.52 465+50.00 100.48 71.97 71.98 37.97 44.81 44.81 465+75.00 52.14 70.66 70.66 103.67 65.57 65.57 466+00.00 40.03 42.67 42.67 91.32 90.27 90.27 466+25.00 1.84 19.38 19.38 78.2 78.48 78.48 466+50.00 0 0.85 0.85 98.01 81.58 81.58 466+65.00 0 0 0.00 66.06 45.58 45.58

Grand Total: 488.26 488.29 Grand Total: 784.11 784.11

MITCHELL POINT TRAIL EARTHWORK - STATION 454+74.75 to 469+50 (PAGE 2 of 2)

EMBANKMENT CONSTRUCTION

VOLUMES

Trail, STATION 458+00 to STATION 458+75 Trail, STATION 458+75 to STATION 466+65 Trail, STATION 466+65 to STATION 469+50

ROADWAY EXCAVATION VOLUMES ROADWAY EXCAVATION VOLUMES

EMBANKMENT CONSTRUCTION

VOLUMES

ROADWAY EXCAVATION VOLUMES

EMBANKMENT CONSTRUCTION

VOLUMES

ROADWAY EXCAVATION VOLUMES

STATION 458+00 to STATION 464+00

ENTRY DRIVE EARTHWORK - STATION 295+30 to 297+89.22

For Information Only For Information Only

Station Area Volume

Calculated Roadway

Excavation Volumes

[CYD]

Structure Excavation Areas Area Volume

Calculated Embankment Construction

Volumes [CYD]

Structure Backfill Areas

295+30.00 46.45 0.00 0.00 0.00 0.35 0.00 0.00 0 295+35.00 45.24 5.33 8.49 0.00 0.28 0.00 0.06 0 295+40.00 43.64 5.28 8.23 0.00 0.17 0.00 0.04 0 295+45.00 43.02 5.33 8.02 0.00 0.05 0.00 0.02 0 295+50.00 43.04 5.50 7.97 0.00 0.00 0.00 0.00 0 295+55.00 35.35 5.67 7.26 0.00 0.00 0.00 0.00 0 295+60.00 34.68 5.67 6.48 0.00 0.00 0.00 0.00 0 295+65.00 38.7 5.55 6.79 0.00 0.00 0.00 0.00 0 295+70.00 36.98 5.48 7.01 0.00 0.00 0.00 0.00 0 295+75.00 34.63 5.47 6.63 24.62 0.00 0.00 0.00 14.7 295+80.00 30.79 5.31 6.06 48.97 0.00 0.00 0.00 36.57 295+85.00 24.25 4.64 5.10 49.21 0.00 1.45 0.00 48.36 295+90.00 19.36 3.63 4.04 48.29 1.76 3.17 0.16 60.53 295+95.00 14.92 2.73 3.17 31.70 25.45 6.68 2.52 60.51 296+00.00 13.28 2.19 2.61 48.69 39.34 12.77 6.00 99 296+05.00 14.93 2.18 2.61 51.61 18.86 13.63 5.39 99.06 296+10.00 16.95 2.53 2.95 42.64 5.23 8.98 2.23 73.02 296+15.00 19.12 2.92 3.34 53.20 1.27 5.22 0.60 73.07 296+20.00 20.91 3.24 3.71 63.92 0.00 3.30 0.12 73.04 296+25.00 21.21 3.47 3.90 57.03 0.00 1.84 0.00 60.55 296+30.00 20.89 3.48 3.90 59.73 0.00 1.16 0.00 60.52 296+35.00 19.85 3.30 3.77 58.10 0.10 1.31 0.01 60.51 296+40.00 18.98 3.11 3.60 55.82 0.56 1.75 0.06 60.53 296+45.00 18.22 2.97 3.44 51.84 1.35 2.24 0.18 60.51 296+50.00 18.17 2.82 3.37 72.53 2.22 3.09 0.33 85.84 296+55.00 17.06 2.63 3.26 75.62 3.83 4.48 0.56 99.01 296+60.00 17.16 2.63 3.17 67.79 5.82 5.87 0.89 99.01 296+65.00 18.17 2.84 3.27 67.02 2.80 6.14 0.80 98.39 296+70.00 17.83 2.88 3.33 84.22 1.22 5.62 0.37 112.43 296+75.00 16.81 2.72 3.21 83.46 1.21 5.31 0.23 112.43 296+80.00 17.32 2.72 3.16 81.86 2.32 5.16 0.33 112.47 296+85.00 17.86 2.84 3.26 82.28 2.60 5.12 0.46 112.47 296+90.00 20.47 3.17 3.55 93.89 0.67 4.12 0.30 112.47 296+95.00 23.06 3.56 4.03 121.35 0.00 2.49 0.06 126.3 297+00.00 23.98 3.77 4.36 126.24 0.00 1.74 0.00 126.3 297+05.00 24.4 3.94 4.48 126.79 0.00 1.62 0.00 126.3 297+10.00 24.75 4.11 4.55 130.58 0.00 1.36 0.00 128.01 297+15.00 25.33 4.24 4.64 134.02 0.00 1.02 0.00 128.9 297+20.00 26.04 4.27 4.76 131.68 0.00 0.89 0.00 126.74 297+25.00 27.05 4.35 4.92 129.03 0.00 0.87 0.00 126.18 297+30.00 27.55 4.48 5.06 124.60 0.00 0.96 0.00 126.18 297+35.00 28.16 4.60 5.16 121.34 0.00 0.99 0.00 126.88 297+40.00 28.58 4.72 5.25 126.00 0.00 0.87 0.00 129.29 297+45.00 30.69 4.76 5.49 131.10 0.00 0.79 0.00 126.18 297+50.00 29.03 4.68 5.53 101.98 0.00 0.73 0.00 98 297+55.00 28.27 4.55 5.31 79.71 0.00 0.52 0.00 73.06 297+60.00 28.97 4.48 5.30 73.28 0.00 0.23 0.00 60.54 297+65.00 26.19 4.59 5.11 49.07 0.00 0.09 0.00 36.72 297+70.00 23.41 4.78 4.59 34.41 0.00 0.04 0.00 22.14 297+75.00 21.08 4.94 4.12 23.45 0.00 0.00 0.00 14.15 297+80.00 18.67 5.16 3.68 0.00 0.00 0.00 0.00 0 297+85.00 17.3 5.51 3.33 0.00 0.00 0.00 0.00 0 297+89.22 3.22 2.71 1.61 0.00 0.00 0.08 0.00 0

Grand Total: 208.44 239.92 CYD 123.72 21.72 CYD

ROADWAY EXCAVATION VOLUMES EMBANKMENT CONSTRUCTION VOLUMES

PARKING AREA EARTHWORK

Original Surface:

Type:

Design Surface:

Type:

Cut Factor: 1 Fill Factor: 1

Cut: 21753.32 cu ft Fill: 10.1 cu ft Net: 21743.22 cu ft

Cut: 805.68 cu yd Fill: 0.37 cu yd Net: 805.3 cu yd

Mitchell_Point- Hood_River_tin Existing

Parking Area Subgrade

Design

GABION BERM STATION 50+00 to 52+25

Station Roadway

Excavation Area

Roadway Excavation

Volume

Embankment Construction

Area

Embankment Construction

Volume 50+00.00 40.14 0 1.89 0 50+01.00 40.22 1.49 2.00 0.07 50+05.00 40.26 5.96 2.43 0.33 50+10.00 39.48 7.38 2.91 0.49 50+15.00 38.07 7.18 3.19 0.57 50+20.00 37.15 6.96 4.29 0.69 50+25.00 39.50 7.1 5.35 0.89 50+30.00 42.27 7.57 6.06 1.06 50+35.00 42.59 7.86 5.97 1.11 50+40.00 37.10 7.38 5.60 1.07 50+45.00 30.87 6.29 5.02 0.98 50+50.00 24.25 5.1 4.65 0.9 50+55.00 17.69 3.88 4.52 0.85 50+59.72 22.68 3.53 4.30 0.77 50+60.00 22.36 0.23 4.30 0.04 50+61.00 21.52 0.81 4.35 0.16 50+65.00 16.69 2.83 5.35 0.72 50+70.00 12.03 2.66 8.36 1.27 50+75.00 10.27 2.07 12.85 1.96 50+76.17 10.07 0.44 14.06 0.58 50+80.00 9.38 1.38 21.54 2.52 50+85.00 8.35 1.64 33.85 5.13 50+90.00 7.44 1.46 34.50 6.33 50+95.00 6.89 1.33 36.47 6.57 50+95.05 6.88 0.01 36.49 0.06 51+00.00 6.16 1.2 36.04 6.65 51+05.00 4.48 0.99 34.57 6.54 51+08.00 3.97 0.47 35.48 3.89 51+10.00 3.40 0.27 35.92 2.65 51+15.00 2.00 0.5 36.02 6.66 51+16.64 1.55 0.11 36.12 2.19 51+20.00 1.02 0.16 33.94 4.36 51+25.00 0.09 0.1 31.26 6.04 51+30.00 0.00 0.01 33.26 5.97 51+35.00 0.00 0 36.19 6.43 51+38.36 0.00 0 37.90 4.61 51+40.00 0.00 0 38.00 2.31 51+41.23 0.00 0 38.02 1.73 51+45.00 0.00 0 37.77 5.3 51+50.00 0.00 0 36.42 6.87 51+55.00 0.00 0 33.91 6.51 51+60.00 0.00 0 32.55 6.15 51+60.25 0.00 0 32.52 0.3 51+65.00 0.00 0 31.66 5.64 51+70.00 0.00 0 30.02 5.71 51+75.00 0.00 0 27.94 5.37 51+80.00 0.41 0.04 24.83 4.89 51+80.89 0.72 0.02 24.55 0.82 51+84.00 1.73 0.14 23.51 2.76 51+85.00 1.74 0.06 23.71 0.87 51+90.00 1.41 0.29 24.51 4.46 51+95.00 0.98 0.22 25.25 4.61 52+00.00 0.44 0.13 25.00 4.65 52+05.00 0.00 0.04 18.72 4.05 52+10.00 0.00 0 14.04 3.03 52+15.00 0.00 0 9.61 2.19 52+20.00 0.00 0 4.90 1.34 52+23.99 5.07 0.37 1.96 0.51 52+25.00 6.79 0.22 0.88 0.05

97.9 171.26 cuyd cuyd

Grand Total:

EMERGENCY VEHICLE TURNAROUND EARTHWORK

Original Surface:

Type:

Design Surface:

Type:

Cut Factor: 1 Fill Factor: 1

Cut: 16616.19 cu ft Fill: 0.1 cu ft Net: 16616.09 cu ft

Cut: 615.41 cu yd Fill: 0 cu yd Net: 615.41 cu yd

Design

ExistingGround Existing East Turnaround- Subgrade