4R1_Earthwork_Summary.pdf

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WA PRA NOCA 10(6), Stehekin Valley Road, Phase II
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DTFH70-16-B-00027
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4R1 Earthwork Summary

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TOTALS 1,765 1,677 1,439 228 1,228 1,765 1,228

0.95

STATION UNADJUSTED RDWY. EX. SHRINK/SWELL ADJUSTED RDWY. EX. EMBANKMENT PAVEMENT SUB EX. ADJUSTED EMBANK. Station Unadjst. Rd. Ex. Station Emb.

602+44.50/1 602+44.50/1

602+50.00/1 1.9 0.95 1.805 0.5 0 0.5

602+61.38/1 4.9 0.95 4.655 2.13 2 0.13

602+75.00/1 5.32 0.95 5.054 2.9 3 0

602+83.88/1 2.76 0.95 2.622 1.36 2 0

603+00.00/1 5.21 0.95 4.9495 1.9 2 0

603+02.44/1 0.76 0.95 0.722 0.21 0 0.21

603+24.94/1 8.66 0.95 8.227 1.8 3 0

603+47.44/1 21.86 0.95 20.767 1.83 3 0

603+50.00/1 3.9 0.95 3.705 0.2 0 0.2

603+66.82/1 31.85 0.95 30.2575 0.85 3 0

604+00.00/1 66.97 0.95 63.6215 8.21 5 3.21 604+00.00/1

604+50.00/1 126.26 0.95 119.947 43.13 8 35.13

605+00.00/1 87.56 0.95 83.182 96.13 8 88.13

605+19.94/1 53.35 0.95 50.6825 56.76 4 52.76

605+40.64/1 98.06 0.95 93.157 80.75 4 76.75

605+50.00/1 40.77 0.95 38.7315 44.06 2 42.06

605+51.97/1 8.67 0.95 8.2365 9.31 0 9.31

605+59.72/1 34.88 0.95 33.136 36.39 2 34.39

605+79.64/1 103.26 0.95 98.097 77.54 4 73.54

606+00.00/1 116.61 0.95 110.7795 67.17 5 62.17

606+50.00/1 140.29 0.95 133.2755 137.35 13 124.35

607+00.00/1 38.24 0.95 36.328 88.1 10 78.1

607+11.32/1 19.77 0.95 18.7815 16.53 2 14.53

607+25.00/1 22.12 0.95 21.014 19.41 2 17.41

607+50.00/1 26.9 0.95 25.555 31.19 4 27.19

607+56.02/1 4.07 0.95 3.8665 6.19 1 5.19

607+78.52/1 12.6 0.95 11.97 22.5 4 18.5

607+99.51/1 11.36 0.95 10.792 16.5 4 12.5

608+00.00/1 0.2 0.95 0.19 0.3 0 0.3

608+01.02/1 0.44 0.95 0.418 0.66 0 0.66

608+10.17/1 10.6 0.95 10.07 5.12 2 3.12

608+50.00/1 49.68 0.95 47.196 14.6 7 7.6

608+70.00/1 12.37 0.95 11.7515 3.14 3 0.14 608+70.00/1 788

609+00.00/1 57.94 0.95 55.043 1.34 6 0

609+16.67/1 73.18 0.95 69.521 0.4 2 0

609+20.89/1 21.65 0.95 20.5675 0.16 0 0.16 609+20.89/1

609+23.14/1 10.01 0.95 9.5095 0.11 0 0.11

609+31.55/1 28.15 0.95 26.7425 0.64 1 0

609+50.00/1 31.42 0.95 29.849 2.84 4 0

610+00.00/1 47.98 0.95 45.581 12.87 8 4.87

610+30.01/1 33.76 0.95 32.072 10.02 4 6.02

610+50.00/1 31.83 0.95 30.2385 4.86 3 1.86

610+97.50/1 85.03 0.95 80.7785 4.75 7 0

611+00.00/1 3.57 0.95 3.3915 0.19 0 0.19 611+00.00/1 13

611+35.74/1 47.98 0.95 45.581 4.6 5 0

611+50.00/1 21.17 0.95 20.1115 1.75 2 0

611+62.50/1 18.15 0.95 17.2425 1.01 2 0

Enter Shrink/Swell factor here ---> <---Enter Shrink/Swell factor here

<---Highlight any range of cells within column B, F, H & K and click here to create a SUBTOTAL in it's SUBTOTAL column

TOTALS 1,765 1,677 1,439 228 1,228 1,765 1,228

0.95

STATION UNADJUSTED RDWY. EX. SHRINK/SWELL ADJUSTED RDWY. EX. EMBANKMENT PAVEMENT SUB EX. ADJUSTED EMBANK. Station Unadjst. Rd. Ex. Station Emb.

Enter Shrink/Swell factor here ---> <---Enter Shrink/Swell factor here

<---Highlight any range of cells within column B, F, H & K and click here to create a SUBTOTAL in it's SUBTOTAL column

611+66.54/1 5.01 0.95 4.7595 0.41 0 0.41 611+66.54/1

611+67.50/1 1.07 0.95 1.0165 0.1 0 0.1

612+00.00/1 26.19 0.95 24.8805 6.53 4 2.53

612+33.90/1 13.27 0.95 12.6065 16.01 6 10.01

612+43.64/1 2.23 0.95 2.1185 6.52 2 4.52

612+45.89/1 0.44 0.95 0.418 1.57 0 1.57

612+50.00/1 0.69 0.95 0.6555 2.9 1 1.9

612+61.06/1 1.68 0.95 1.596 7.76 2 5.76

612+75.00/1 1.23 0.95 1.1685 9.53 3 6.53

613+00.00/1 3.02 0.95 2.869 17.24 4 13.24

613+02.50/1 0.55 0.95 0.5225 1.78 0 1.78

613+25.00/1 3.93 0.95 3.7335 18.87 4 14.87

613+50.00/1 1.51 0.95 1.4345 27.94 5 22.94 613+50.00/1 1745

613+70.00/1 0.95 29.87 4 25.87

613+75.00/1 0.95 8.89 1 7.89

614+00.00/1 0.95 54.37 4 50.37

614+02.29/1 0.95 5.73 0 5.73

614+25.00/1 0.95 58.67 4 54.67

614+50.00/1 0.95 65.25 4 61.25

614+70.00/1 0.95 47.41 3 44.41

614+75.00/1 0.95 10.65 1 9.65

615+00.00/1 0.09 0.95 0.0855 43.78 4 39.78 615+00.00/1

615+02.50/1 0.03 0.95 0.0285 3.5 0 3.5

615+20.86/1 1.59 0.95 1.5105 21.18 3 18.18

615+23.11/1 0.37 0.95 0.3515 2.09 0 2.09

615+32.85/1 1.76 0.95 1.672 8.19 2 6.19

615+34.36/1 0.3 0.95 0.285 1.13 0 1.13

615+49.98/1 3.07 0.95 2.9165 9.42 3 6.42

615+56.86/1 1.42 0.95 1.349 2.9 1 1.9

615+73.74/1 3.94 0.95 3.743 5.01 3 2.01 615+73.74/1 427

616+00.00/1 7.76 0.95 7.372 3.66 4 0 616+00.00/1 20

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