Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg4\NMARG_earthwork.inp Output File: NMARGearth.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_NMARG.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 = ICNM 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 29+00.0000 R 1 1 56 56 end sta = 41+50.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = ICNM 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 29+00.00000 DIRT Common Exc 141.3 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 48.5 0 0 1.00 0 29+50.00000 DIRT Common Exc 179.4 303 303 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 45.5 89 89 1.00 214 30+00.00000 DIRT Common Exc 153.1 311 311 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 44.9 84 84 1.00 441 30+50.00000 DIRT Common Exc 185.6 317 317 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 44.1 83 83 1.00 675 31+00.00000 DIRT Common Exc 117.8 281 281 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 40.9 79 79 1.00 877 31+50.00000 DIRT Common Exc 433.6 511 511 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 79.3 111 111 1.00 1277 32+00.00000 DIRT Common Exc 732.1 1079 1079 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 125.6 190 190 1.00 2166 32+50.00000 DIRT Common Exc 697.5 1425 1425 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 199.5 324 324 1.00 3267 33+00.00000 DIRT Common Exc 665.8 1427 1427 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 309.6 533 533 1.00 4161 33+50.00000 DIRT Common Exc 657.4 1373 1373 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 369.1 704 704 1.00 4830 34+00.00000 DIRT Common Exc 615.1 1317 1317 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 400.5 796 796 1.00 5351 34+50.00000 DIRT Common Exc 559.6 1219 1219 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 409.4 841 841 1.00 5729 35+00.00000 DIRT Common Exc 555.0 1163 1163 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 430.2 877 877 1.00 6015 35+50.00000 DIRT Common Exc 541.7 1149 1149 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 488.1 962 962 1.00 6202 36+00.00000 DIRT Common Exc 514.7 1110 1110 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 570.8 1112 1112 1.00 6200 36+50.00000 DIRT Common Exc 454.4 1021 1021 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 679.3 1317 1317 1.00 5904 37+00.00000 DIRT Common Exc 355.5 852 852 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 753.1 1507 1507 1.00 5249 37+50.00000 DIRT Common Exc 81.4 443 443 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 676.7 1450 1450 1.00 4242 38+00.00000 DIRT Common Exc 86.4 167 167 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1537.6 2201 2201 1.00 2208 38+50.00000 DIRT Common Exc 91.8 179 179 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1222.2 2766 2766 1.00 -379 39+00.00000 DIRT Common Exc 130.9 222 222 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1293.8 2503 2503 1.00 -2660 39+50.00000 DIRT Common Exc 111.1 241 241 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1382.6 2662 2662 1.00 -5081 40+00.00000 DIRT Common Exc 141.6 251 251 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1326.0 2691 2691 1.00 -7521 40+50.00000 DIRT Common Exc 99.1 238 238 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1174.2 2477 2477 1.00 -9760 41+00.00000 DIRT Common Exc 105.1 201 201 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 993.1 2138 2138 1.00 -11697 41+50.00000 DIRT Common Exc 115.3 217 217 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 877.7 1839 1839 1.00 -13319 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 17017 17017 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 30336 30336 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 ) ------------ ------------ ------------ ------------ ------------ 29+00.000000 581.44 35.57 50.00 50.97 29+50.000000 580.83 8.25 50.00 50.45 30+00.000000 580.62 5.51 50.00 50.50 30+50.000000 580.34 16.29 50.00 50.00 31+00.000000 580.58 -2.53 50.00 50.00 31+50.000000 582.66 127.54 50.00 50.00 32+00.000000 583.30 156.10 50.00 53.81 32+50.000000 584.69 126.72 50.00 56.53 33+00.000000 585.78 112.88 50.00 56.03 33+50.000000 586.89 108.07 50.00 55.89 34+00.000000 588.10 107.77 50.00 56.05 34+50.000000 589.46 114.01 50.00 56.37 35+00.000000 590.67 119.63 50.00 56.57 35+50.000000 591.41 121.33 50.00 56.72 36+00.000000 591.93 125.05 50.00 56.88 36+50.000000 592.15 127.06 50.00 56.81 37+00.000000 592.42 122.81 50.00 54.77 37+50.000000 588.23 52.15 50.00 53.67 38+00.000000 587.74 82.38 50.00 54.12 38+50.000000 587.36 68.55 50.00 53.72 39+00.000000 586.20 67.81 50.00 53.71 39+50.000000 586.15 68.06 50.00 53.66 40+00.000000 585.47 65.98 50.00 53.50 40+50.000000 585.19 62.43 50.00 53.28 41+00.000000 584.84 57.79 50.00 53.07 41+50.000000 584.41 54.93 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 = 38+46.187873 DIRT Common Exc 15621 15621 15621 15621 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 15621 15621 15621 15621 1.00