Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg4\MUNIW2_earthwork.inp Output File: MUNIW2earth.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 = p:\PR40566\cadd\refr\contract group 4\earth_MUNIW2.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = dirt 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 = XS_P_Finished_Grade 1 18 18 lvname = XS_P_Subgrade 1 19 19 lvname = XS_P_Barrier 1 20 20 lvname = XS_P_Ditch_Bottom 1 21 21 lc = 0,ByLevel 1 22 22 wt = 2,ByLevel 1 23 23 co = 2,ByLevel 1 24 24 1 25 25 Existing Ground Line 1 26 26 soil type = dirt 1 27 27 roadway exc mult factor = 1.000000 1 28 28 subsoil exc mult factor = 1.000000 1 29 29 fill mult factor = 1.000000 1 30 30 type = line, line_string 1 31 31 lvname = XS_X_Ground_Line 1 32 32 lc = ByLevel 1 33 33 wt = ByLevel 1 34 34 co = 0,ByLevel 1 35 35 1 36 36 Write Earthwork Shapes 1 37 37 plot param 1 38 38 lv = 6449 1 39 39 lvname = XS_P_Earthwork_Shapes 1 40 40 co = 1 1 41 41 wt = 0 1 42 42 lc = 0 1 43 43 Stratify Shape Color 1 44 44 1 45 45 /* skip areas 1 46 46 from 23+50.00 R 1 to 25+00.00 R 1 */ 1 47 47 1 48 48 End Area Decimal Places = 1 1 49 49 1 50 50 Centroid Adjustment 1 51 51 1 52 52 Process Earthwork for Baseline = ICMUW2 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 901+10.0000 R 1 1 56 56 end sta = 904+40.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = ICMUW2 COMPUTING EARTHWORKS FOR JOB = ALL 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 901+10.0000 DIRT Common Exc 33.4 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 78.2 0 0 1.00 0 901+50.0000 DIRT Common Exc 32.8 59 59 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 57.1 120 120 1.00 -61 902+00.0000 DIRT Common Exc 94.8 148 148 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 39.4 112 112 1.00 -25 902+50.0000 DIRT Common Exc 386.0 808 808 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 84.7 208 208 1.00 575 903+00.0000 DIRT Common Exc 105.9 737 737 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 10.8 143 143 1.00 1169 903+50.0000 DIRT Common Exc 91.2 186 186 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 12.5 22 22 1.00 1333 904+00.0000 DIRT Common Exc 294.9 460 460 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 27.8 48 48 1.00 1745 904+40.0000 DIRT Common Exc 531.6 913 913 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 22.7 56 56 1.00 2602 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.) ---------------------------- ---------- ---------- ------ DIRT Common Exc 3311 3311 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 709 709 1.00 C E N T R O I D S U M M A R Y Station Centroid Centroid Unadjusted Adjusted Elevation Offset Length Length ( ft ) ( ft ) ( ft ) ( ft ) ------------ ------------ ------------ ------------ ------------ 901+10.000000 586.77 -24.56 40.00 47.80 901+50.000000 585.29 -20.29 50.00 62.84 902+00.000000 583.23 -38.77 50.00 90.71 902+50.000000 581.57 -148.50 50.00 80.94 903+00.000000 581.60 -2.80 50.00 50.95 903+50.000000 580.99 -1.95 50.00 64.35 904+00.000000 580.41 -78.01 40.00 59.68 904+40.000000 579.55 -104.67 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 = 902+03.779556 DIRT 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