4R3_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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4R3 Earthwork Summary

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TOTALS 61 56 34 19 15 61 15

0.92

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

804+00.00/1 804+00.00/1 804+14.67/1 1 0.92 0.92 3 3 0 804+15.75/1 0 804+31.74/1 2 0.92 1.84 5 3 2 804+31.74/1 804+50.00/1 2 0.92 1.84 6 4 2 804+55.00/1 1 0.92 0.92 1 1 0 804+77.50/1 2 0.92 1.84 6 3 3 804+81.74/1 1 1 0 804+92.38/1 1 0.92 0.92 3 1 2 805+00.00/1 1 0.92 0.92 2 1 1 805+09.60/1 1 0.92 0.92 2 2 0 805+12.50/1 1 0.92 0.92 1 0 1 Unadjusted Ex SFUnadjusted Embankment SFDistance Ex CF Emb CF Ex CY Emb CY 805+25.00 0 0.92 0 0 0 0.11 1.46 12.5 805+50.00 0 0.92 0 1 1 0.38 0.63 25.0 6.1 26.1 0 1 806+00.00 7 0.92 6.44 1 1 6.89 0.83 50.0 181.8 36.5 7 1 806+20.70 6 0.92 5.52 1 1 8.94 1.13 20.7 163.8 20.3 6 1 806+50.00 8 0.92 7.36 1 1 806+50.00 15 5.94 0.84 29.3 218.0 28.9 8 1 806+52.50 1 0.92 0.92 0 0 5.9 0.69 2.5 14.8 1.9 1 0 806+63.45 2 0.92 1.84 0 0 5.85 0.27 10.9 64.3 5.3 2 0 806+92.62 8 0.92 7.36 0 0 9.66 29.2 226.2 3.9 8 0 807+00.00 2 0.92 1.84 0 0 7.31 7.4 62.6 0.0 2 0 807+42.62 10 0.92 9.2 0 0 5.48 0.24 42.6 272.6 5.1 10 0 807+50.00 1 0.92 0.92 0 0 4.49 0.35 7.4 36.8 2.2 1 0 807+65.00 2 0.92 1.84 0 0 2.57 0.17 15.0 53.0 3.9 2 0 807+67.50 0 0.92 0 0 0 2.24 0.31 2.5 6.0 0.6 0 0 807+92.20 2 0.92 1.84 0 0 807+92.20 61 1.91 0.07 24.7 51.3 4.7 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

C a lc u la ti o n s f ro m

C ro s s S e c ti o n s

(E a rt h w o rk

R e p o rt w a s n o t ru n n in g c o rr e c tl y

In c o rp o ra te d i n h a n d c a lc s ta b le t o th e r ig h t)

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