wm_ew_10025-10270.pdf

wm_10025-10270.log Input File: ewkprj.inp Output File: wm_10025-10270.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_Pave_Layer_Top 1 24 24 wt = ByLevel 1 25 25 co = ByLevel 1 26 26 1 27 27 Existing Ground Line 1 28 28 soil type = RdwyExc 1 29 29 roadway exc mult factor = 1.000000 1 30 30 subsoil exc mult factor = 1.000000 1 31 31 fill mult factor = 1.000000 1 32 32 type = line, line_string 1 33 33 lvname = X_E_Ground_XS 1 34 34 wt = ByLevel 1 35 35 co = ByLevel 1 36 36 1 37 37 Write Earthwork Shapes 1 38 38 plot param 1 39 39 lv = 0 1 40 40 lvname = Default 1 41 41 co = 1 1 42 42 wt = 0 1 43 43 lc = 0 1 44 44 1 45 45 End Area Decimal Places = 1 1 46 46 1 47 47 Process Earthwork for Baseline = WILLIAMS_35 1 48 48 job number = 21w 1 49 49 1 50 50 beg sta = 100+25.00 R 1 1 51 51 end sta = 102+70.00 R 1

0 0 52 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = WILLIAMS_35

COMPUTING EARTHWORKS FOR JOB = 21W

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate

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

100+25.00 RDWYEXC

Common Exc 68.8 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 0

100+50.00 RDWYEXC

Common Exc 60.8 60 60 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 46.1 21 21 1.00 39

100+75.00 RDWYEXC

Common Exc 60.0 56 56 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 89.6 63 63 1.00 32

101+00.00 RDWYEXC

Common Exc 54.7 53 53 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 64.9 72 72 1.00 13

101+25.00 RDWYEXC

Common Exc 43.8 46 46 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 48.8 53 53 1.00 6

101+50.00 RDWYEXC

Common Exc 39.7 39 39 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 54.9 48 48 1.00 -3

101+75.00 RDWYEXC

Common Exc 36.4 35 35 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 45.6 47 47 1.00 -15

102+00.00 RDWYEXC

Common Exc 40.0 35 35 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 45.8 42 42 1.00 -22

102+25.00 RDWYEXC

Common Exc 20.5 28 28 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 90.8 63 63 1.00 -57

102+50.00 RDWYEXC

Common Exc 9.6 14 14 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 147.9 111 111 1.00 -154

102+60.00 RDWYEXC

Common Exc 5.9 3 3 1.00

Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 42.2 35 35 1.00 -186

102+70.00 RDWYEXC

Common Exc 2.8 2 2 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 55.5 18 18 1.00 -202 � 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 371 371 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 573 573 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 371 371 0 0 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 573 573 0 0 1.00 � B A L A N C E P O I N T S U M M A R Y Material Name Cumulative Incremental Mult Unadjusted Adjusted Unadjusted Adjusted Factor Volumes Volumes Volumes Volumes

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

Station = 101+41.67

RDWYEXC

Common Exc 241 241 241 241 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 241 241 241 241 1.00