4R4_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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4R4 Earthwork Summary

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TOTALS 187 172 844 84 760 187 760

0.92

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

900+00.00/1

900+06.75/1 2 0.92 2.2632 0 0 900+30.38/1

900+07.88/1 0 0.92 0.3588 0 0

900+15.00/1 2 0.92 2.116 0 0

900+30.38/1 4 0.92 3.818 1 1 900+30.38/1

900+37.13/1 2 0.92 1.4628 1 1

900+50.00/1 3 0.92 2.6772 1 1 0

900+88.12/1 14 0.92 12.4844 3 1 2

900+92.62/1 2 0.92 2.0976 0 0

900+93.92/1 1 0.92 0.6348 0 0

901+00.00/1 3 0.92 3.0912 0 0

901+50.00/1 24 0.92 22.402 2 1 1

901+65.00/1 5 0.92 4.3148 1 1 0

901+70.33/1 1 0.92 1.0672 1 1

901+78.85/1 2 0.92 1.564 3 3 0

901+92.61/1 3 0.92 2.5024 5 1 4

902+00.00/1 2 0.92 1.426 2 8 -6

902+50.00/1 13 0.92 12.1164 25 4 21

902+77.72/1 9 0.92 8.3168 20 20

902+80.05/1 1 0.92 0.69 2 2 0

903+00.00/1 4 0.92 3.5236 17 17

903+02.55/1 0 0.92 0.1748 2 3 -1 903+02.55/1 98

903+25.05/1 1 0.92 0.7084 24 24

903+27.38/1 3 3 0

903+50.00/1 28 7 21

904+00.00/1 62 2 60

904+14.25/1 16 16

904+16.52/1 2 1 1

904+21.75/1 5 2 3

904+39.02/1 1 0.92 1.1224 17 1 16 904+39.02/1

904+50.00/1 2 0.92 1.5364 10 1 9

904+61.98/1 2 0.92 2.0332 11 5 6

905+00.00/1 9 0.92 8.1696 33 6 27

905+50.00/1 9 0.92 8.5652 49 4 45

905+75.48/1 2 0.92 1.9504 32 1 31

905+83.37/1 0 0.92 0.414 12 2 10

905+90.37/1 1 0.92 0.5428 21 2 19 905+90.37/1 27

905+95.26/1 0 0.92 0.3772 21 3 18

906+00.00/1 0 0.92 0.2208 21 21

906+04.93/1 0 0.92 0.1656 22 2 20

906+09.81/1 0 0.92 0.092 22 1 21

906+14.72/1 0 0.92 0.0552 20 4 16

906+37.87/1 0 0.92 0.1012 86 1 85

906+37.99/1 0 0

906+50.00/1 46 46

906+58.44/1 32 2 30

906+82.75/1 71 2 69

906+87.00/1 9 1 8

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 187 172 844 84 760 187 760

0.92

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

906+88.35/1 3 3

906+91.03/1 5 5

907+00.00/1 17 1 16

907+13.00/1 5 0.92 4.6368 16 1 15 907+13.00/1

907+25.00/1 13 0.92 11.96 4 2 2

907+28.53/1 5 0.92 4.6184 0 0

907+30.00/1 2 0.92 1.978 0 0

907+47.00/1 21 0.92 19.4856 1 2 -1

907+50.00/1 2 0.92 1.5364 1 1

907+56.50/1 0 0.92 0.3956 4 4

907+73.00/1 1 0.92 0.828 11 11

907+75.00/1 0 0.92 0.1196 1 1

908+00.00/1 3 0.92 2.5576 11 11

908+14.63/1 3 0.92 2.5852 3 3

908+16.88/1 1 0.92 0.4876 0 0

908+25.00/1 2 0.92 1.7848 1 1

908+39.38/1 3 0.92 3.0176 2 2

908+45.00/1 1 0.92 1.0948 1 1 908+45.00/1 62 908+45.00/1 760

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