Cole_Ranch_No_TCE.pdf

Cole_Ranch_No_TCE.log Input File: ewkprj.inp Output File: Cole_Ranch_No_TCE.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 tolerance = 0.010000 1 6 6 1 7 7 vertical search distance = 500.000000 1 8 8 1 9 9 xs dgn = J:\80421 WFLHD IDIQ\80421W Williams Creek (Shoup) Bridge\CADD\References\IDPFH911_XS_100_NoTCE.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = ASPHALT 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_Pave_Layer_1 1 18 18 lvname = X_P_Cutslope 1 19 19 lvname = X_P_Pave_Layer_3 1 20 20 lvname = X_P_Fillslope 1 21 21 lvname = X_P_Pave_Layer_Top 1 22 22 lc = ByLevel 1 23 23 wt = ByLevel 1 24 24 co = ByLevel 1 25 25 1 26 26 Existing Ground Line 1 27 27 soil type = EARTH 1 28 28 roadway exc mult factor = 1.000000 1 29 29 subsoil exc mult factor = 1.000000 1 30 30 fill mult factor = 1.000000 1 31 31 type = line, line_string 1 32 32 lvname = X_E_Ground_XS 1 33 33 lc = ByLevel 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 Stratify Shape Color 1 45 45 1 46 46 combine common exc + subgrade exc + subsoil exc 1 47 47 1 48 48 End Area Decimal Places = 0 1 49 49 1 50 50 Process Earthwork for Baseline = Cole_Ranch_Dwy 1 51 51 job number = 21w 1 52 52 1 53 53 beg sta = 30+00.00 R 1 1 54 54 end sta = 30+45.00 R 1

0 0 55 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = COLE_RANCH_DWY

COMPUTING EARTHWORKS FOR JOB = 21W

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

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

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

30+20.00 ASPHALT

Excavation 0 0 0 1.00 Fill 0 0 0 1.00 0

EARTH

Excavation 27 5 5 1.00 Fill 0 0 0 1.00 5

30+30.00 ASPHALT

Excavation 0 0 0 1.00 Fill 0 0 0 1.00 5

EARTH

Excavation 16 8 8 1.00 Fill 0 0 0 1.00 13

30+40.00 ASPHALT

Excavation 0 0 0 1.00 Fill 0 0 0 1.00 13

EARTH

Excavation 13 5 5 1.00 Fill 0 0 0 1.00 18

30+43.12 ASPHALT

Excavation 0 0 0 1.00 Fill 0 0 0 1.00 18

EARTH

Excavation 13 2 2 1.00 Fill 0 0 0 1.00 20

30+44.93 EARTH

Excavation 13 1 1 1.00 Fill 0 0 0 1.00 21 � 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.)

EARTH

Excavation 21 21 1.00 Fill 0 0 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.)

EARTH

Excavation 21 21 0 0 1.00 Fill 0 0 0 0 1.00