wa-ef1612002_Earthwork_Hand_Calculations.pdf
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Station sf cy sf cy sf cy
1100 13.5 6.13 0 6.8 3
1110 19.6 8.94 0 6.8 3
1120 28.7 6.83 0.03 0 6.8 3
1130 8.2 2.30 2 2 6.8 3
1140 4.2 0.78 6.7 4 6.8 3
1150 0.00 13.6 6 6.8 3
1160 0.00 18.4 9 6.8 3
1170 0.00 27.6 12 6.8 3
1180 0.00 37.3 16 6.8 3
1190 0.00 49.9 21 6.8 3
1200 0.00 65.1 27 6.8 3
1210 0.00 80.2 33 6.8 3
1220 0.00 100 42 6.8 3
1230 0.00 126.8 67 6.8 3
1240 0.00 233.6 42 6.8 1
1244.65 249.9 51 6.8 1
1250 0.00 263.6 36 6.8 1
1254.65 0.00 151.2 14.98 9.2 1.82
1260 0.00 0 0 9.2 3
1270 0.00 0 0 9.2 2
1276.65 0.00 365.2 43.05 9.2 0.99
1280 0.00 328.8 117 6.8 3
1290 0.00 301.8 87 6.8 3
1300 0.00 169.1 46 6.8 3
1310 0.00 80.1 25 6.8 3
1320 0.00 52.5 16 6.8 3
1330 0.00 34.4 9 6.8 3
1340 0.07 15.9 4 6.8 3
1350 0.4 0.19 6.9 2 6.8 3
1360 0.6 0.33 3.9 1 6.8 3
1370 1.2 0.67 1.1 0 6.8 3
1380 2.4 1.43 0 0 6.8 3
1390 5.3 2.20 0 0 6.8 3
1400 6.6 1.84 0 0 6.8 3
1406.99 7.6 0 6.8
Total 31.71 732 80
Excavation Embankment Aggregate
Roadway quantities
Station sf cy sf cy sf cy
2182 7.5 2.69 0 6.8 3
2190 7 2.44 1.7 1 6.8 3
2200 6.2 2.22 2.5 1 6.8 3
2210 5.8 2.30 3.2 1 6.8 3
2220 6.6 10.98 1.2 0 6.8 3
2230 52.7 19.04 0 0 6.8 3
2240 50.1 17.50 1.2 1 6.8 3
2250 44.4 8.22 4.3 31 6.8 3
2260 0 0.00 161.5 75 6.8 3
2270 0 0.00 243.8 101 6.8 3
2280 0 0.00 300 116 6.8 3
2290 0 1.35 328 109 6.8 3
2300 7.3 2.24 262.5 60 6.8 3
2310 4.8 0.89 61.1 13 6.8 3
2320 0 0.00 11.2 6 6.8 3
2330 0 0.00 20.2 9 6.8 3
2340 0 0.00 30.1 13 6.8 3
2350 0 0.65 38.3 10 6.8 3
2360 3.5 3.31 18.1 4 6.8 3
2370 14.4 4.20 2.6 1 6.8 3
2380 8.3 1.54 4.2 7 6.8 3
2390 0 0.00 31.1 19 6.8 3
2400 0 0.00 69.9 41 6.8 3
2410 0 0.00 152.8 3 6.8 0
2411 0 0.00 149.2 25 6.8 2
2420 0 0.00 0 0 6.8 3
2430 0 0.00 0 1 6.8 1
2433 0 0.00 88.4 19 6.8 2
2440 0 0.00 36.9 14 6.8 3
2450 0 0.00 37.2 14 6.8 3
2460 0 0.00 40.8 14 6.8 3
2470 0 0.00 36.3 12 6.8 3
2480 0 0.00 27.6 9 6.8 3
2490 0 0.00 19.8 6 6.8 3
2500 0 0.00 11.8 3 6.8 3
2510 0 0.06 5 1 6.8 3
2520 0.3 0.85 0.4 0 6.8 3
2530 4.3 2.20 0 0 6.8 3
2540 7.6 0 0 6.8 1
Total 79.57 739 83
Roadway quantities
Excavation Embankment Aggregate sf cy sf sy lf sf sf cy sf cy sf cy sf cy
3093 0 9.3 1.32 6.9 1.02
3097 44.6 3.30 18 9.56 8 48 6.1 0.90 21.6 5.24 8.5 1.24 6.9 1.02
3101 76.7 8.99 25 12.67 16 80 6.1 0.90 49.2 9.34 8.2 1.19 6.9 1.02
3105 91.2 12.44 32 15.78 24 112 6.1 0.90 76.9 13.44 7.8 1.15 6.9 1.02
3109 95.8 13.85 39 18.67 32 144 6.1 0.90 104.6 17.55 7.7 1.14 6.9 1.02
3113 99.6 14.47 45 20.00 40 160 6.1 0.90 132.3 19.60 7.7 1.15 6.9 1.02
3117 79.6 13.27 45 20.00 40 160 6.1 0.90 132.3 19.60 7.8 1.18 6.9 1.02
3121 77.2 11.61 45 20.00 40 160 6.1 0.90 132.3 19.60 8.1 1.21 6.9 1.02
3125 88 12.24 45 20.00 40 160 6.1 0.90 132.3 19.60 8.2 1.25 6.9 1.02
3129 94.5 13.52 45 20.00 40 160 6.1 0.90 132.3 19.60 8.7 1.32 6.9 1.02
3133 111.3 15.24 45 18.67 40 144 6.1 0.90 132.3 17.55 9.1 1.36 6.9 1.02
3137 90.7 14.96 39 15.78 32 112 6.1 0.90 104.6 13.44 9.2 1.36 6.9 1.02
3141 64.4 11.49 32 14.22 24 96 6.1 0.90 76.9 11.39 9.1 1.34 6.9 1.02
3145 71.1 10.04 32 12.67 24 80 6.1 0.90 76.9 9.34 9 1.35 6.9 1.02
3149 66 10.16 25 9.56 16 48 6.1 0.90 49.2 5.24 9.2 1.33 6.9 1.02
3153 32.4 7.29 18 8 6.1 21.6 8.8 1.27 6.9 1.02
3157 0 2.40 12.65 12.65 8.4 6.9
Total 175.27 227.56 1664.00 200.55 20.14 16.36 ends 12.2
64 239.76
Station Excavation Aggregate
Roadway
Structural excavation Geotextile WWF Rock
Special rock embankment
Unclassified borrow (SRE)
Site is 95' long with SRE wall and 6' wide pvmt replacement section
AC (tons)
2.15x95/27x1.94= 15
Agg. Base (cy)
5.62x95/27= 20
Special rock embankment (cy)
135x95=12,825/27= 475‐22 = 453
Ditch reconditioning (lnft)
150+30= 180 geotextile (sy)
((40*95)+(135*2))/9= 453
Select borrow (cy)
6.23x95= 592/27= 22
Turf Establishment ‐ REMOVED
WWF (sqft)
4 @ 10' x 95 = 3800
| WA FS ERFO 2016(1)-20(2)_Hand_Calculations_16.6 |
| WA FS ERFO 2016(1)-20(2)_Hand_Calculations_63-17.2 |
| WA FS ERFO 2016(1)-20(2)_Hand_Calculations_6066-5.89 |
| WA FS ERFO 2016(1)-20(2)_Hand_Calculations65-2.5 |
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