wm_ew_10500-10550.pdf

wm_10500-10550.log Input File: J:\80421 WFLHD IDIQ\80421W Williams Creek (Shoup) Bridge\CADD\Geopak\ewkprj.inp Output File: wm_10500-10550.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 tolerance = 0.030000 1 6 6 1 7 7 vertical search distance = 400.000000 1 8 8 1 9 9 xs dgn = J:\80421 WFLHD IDIQ\80421W Williams Creek (Shoup) Bridge\CADD\References\IDPFH911_XS_100_EW.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = RdwyExc 1 13 13 roadway exc mult factor = 1.000000 1 14 14 subsoil exc mult factor = 1.000000 1 15 15 fill mult factor = 1.000000 1 16 16 type = line, line_string 1 17 17 lvname = X_P_Fillslope 1 18 18 lvname = X_P_Pave_Layer_3 1 19 19 lvname = X_P_Pave_Layer_1 1 20 20 lvname = X_P_Cutslope 1 21 21 lvname = X_P_Pave_Layer_2 1 22 22 lvname = X_P_MSE_Wall_Facing 1 23 23 lvname = X_P_MSE_Wall_Facing 1 24 24 lvname = X_P_Pave_Layer_Top 1 25 25 lc = ByLevel 1 26 26 wt = ByLevel 1 27 27 co = ByLevel 1 28 28 1 29 29 Existing Ground Line 1 30 30 soil type = RdwyExc 1 31 31 roadway exc mult factor = 1.000000 1 32 32 subsoil exc mult factor = 1.000000 1 33 33 fill mult factor = 1.000000 1 34 34 type = line, line_string 1 35 35 lvname = X_E_Ground_XS 1 36 36 wt = ByLevel 1 37 37 co = ByLevel 1 38 38 1 39 39 Write Earthwork Shapes 1 40 40 plot param 1 41 41 lv = 0 1 42 42 lvname = Default 1 43 43 co = 1 1 44 44 wt = 0 1 45 45 lc = 0 1 46 46 Stratify Shape Color 1 47 47 1 48 48 End Area Decimal Places = 1 1 49 49 1 50 50 Process Earthwork for Baseline = WILLIAMS_35 1 51 51 job number = 21w 1 52 52 1 53 53 beg sta = 105+00.00 R 1 1 54 54 end sta = 105+50.00 R 1

0 0 55 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = WILLIAMS_35

COMPUTING EARTHWORKS FOR JOB = 21W

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

wm_10500-10550.log Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate

(sq. ft.) (cu. yd.) (cu. yd.)

105+00.00 RDWYEXC

Common Exc 6.6 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 28.8 0 0 1.00 0

105+11.00 RDWYEXC

Common Exc 10.8 4 4 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 39.1 14 14 1.00 -10

105+25.00 RDWYEXC

Common Exc 11.7 6 6 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 42.7 21 21 1.00 -25

105+50.00 RDWYEXC

Common Exc 13.4 12 12 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 32.8 35 35 1.00 -48 � G R A N D S U M M A R Y T O T A L S Material Name Unadjusted Adjusted Mult Volumes Volumes Factor

(cu. yd.) (cu. yd.)

RDWYEXC

Common Exc 22 22 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 70 70 1.00 � S P L I T S U M M A R Y T O T A L S

XS Quant XS Quant Add/Sub Quant Add/Sub Quant Material Name Unadjusted Adjusted Unadjusted Adjusted Mult Volume Volume Volume Volume Factor

(cu. yd.) (cu. yd.) (cu. yd.) (cu. yd.)

RDWYEXC

Common Exc 22 22 0 0 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 70 70 0 0 1.00