EarthWork_Det_GV.pdf
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EarthWork_Det_GV
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EW_Det_GV.log Input File: ewkprj.inp Output File: EW_Det_GV.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 tolerance = 0.001000 1 6 6 1 7 7 vertical search distance = 500.000000 1 8 8 1 9 9 xs dgn = J:\_Transportation\W3X71201_WFL_GRTE\700FHWA\TO-0001\Roadway\CADD_Design\grte70004de t-xs-GrosV.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = Embankment 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_Foreslope 1 19 19 lvname = X_P_Pave_Layer_Top 1 20 20 lvname = X_P_Cutslope 1 21 21 lvname = X_P_Ditchslope 1 22 22 lc = 0 1 23 23 wt = 2 1 24 24 co = 233,235,247 1 25 25 1 26 26 Proposed Undercut 1 27 27 common exc only 1 28 28 soil type = Layer1 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_P_Pave_Layer_1 1 34 34 lc = 0 1 35 35 wt = 1 1 36 36 co = 22 1 37 37 Do not include in mass ordinate 1 38 38 1 39 39 Proposed Undercut 1 40 40 common exc only 1 41 41 soil type = Layer2 1 42 42 roadway exc mult factor = 1.000000 1 43 43 subsoil exc mult factor = 1.000000 1 44 44 fill mult factor = 1.000000 1 45 45 type = line, line_string 1 46 46 lvname = X_P_Pave_Layer_2 1 47 47 lc = 0 1 48 48 wt = 1 1 49 49 co = 23 1 50 50 Do not include in mass ordinate 1 51 51 1 52 52 Existing Ground Line 1 53 53 soil type = ExGround 1 54 54 roadway exc mult factor = 1.000000 1 55 55 subsoil exc mult factor = 1.000000 1 56 56 fill mult factor = 1.000000 1 57 57 type = line, line_string 1 58 58 lvname = X_E_Ground_XS 1 59 59 lc = ByLevel
1 60 60 wt = ByLevel 1 61 61 co = ByLevel 1 62 62 1 63 63 Skip Areas 1 64 64 from 305+25.00 R 1 to 306+25.00 R 1 1 65 65 1 66 66 Write Earthwork Shapes 1 67 67 plot param 1 68 68 lv = 6489 1 69 69 lvname = X_P_RK_Foundation_Backfill 1 70 70 co = ByLevel 1 71 71 wt = 0 1 72 72 lc = 0 1 73 73 Stratify Shape Color 1 74 74 1 75 75 End Area Decimal Places = 2 1 76 76 1 77 77 write column base ascii file = J:\_Transportation\W3X71201_WFL_GRTE\700FHWA\TO-0001\Roadway\GEOPAK\Earthwork\Det_GV .txt 1 78 78 1 79 79 column 1 formula = abs( ["ExGround", Common Exc, End Area] ) 1 80 80 column 1 number of decimal place = 2 1 81 81 column 1 total length = 10 1 82 82 1 83 83 column 2 formula = abs( ["Layer1", Common Exc, End Area] ) 1 84 84 column 2 number of decimal place = 2 1 85 85 column 2 total length = 10 1 86 86 1 87 87 column 3 formula = abs( ["Layer2", Common Exc, End Area] ) 1 88 88 column 3 number of decimal place = 2 1 89 89 column 3 total length = 10 1 90 90 1 91 91 column 4 formula = abs( ["Embankment", Fill, End Area] ) 1 92 92 column 4 number of decimal place = 2 1 93 93 column 4 total length = 10 1 94 94 1 95 95 1 96 96 Process Earthwork for Baseline = GV_DETOUR 1 97 97 job number = 704 1 98 98 1 99 99 beg sta = 301+00.00 R 1 1 100 100 end sta = 309+50.00 R 1
0 0 101 END_OF_FILE
COMPUTING EARTHWORKS FOR BASELINE = GV_DETOUR
COMPUTING EARTHWORKS FOR JOB = 704
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.)
301+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 67.17 0 0 1.00 0
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 4.11 0 0 1.00 0
Mass ordinate for LAYER1 = 0
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 9.27 0 0 1.00 0 Mass ordinate for LAYER2 = 0
EXGROUND
Common Exc 2.62 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 0
301+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 132.85 185 185 1.00 -185
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 11 11 1.00 -185 Mass ordinate for LAYER1 = -11
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 16.05 23 23 1.00 -185 Mass ordinate for LAYER2 = -23
EXGROUND
Common Exc 4.33 6 6 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -179
302+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 157.41 269 269 1.00 -448
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 14 14 1.00 -448 Mass ordinate for LAYER1 = -25
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 16.02 30 30 1.00 -448 Mass ordinate for LAYER2 = -53
EXGROUND
Common Exc 0.00 4 4 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -444
302+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00
Fill 167.58 301 301 1.00 -745
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 14 14 1.00 -745 Mass ordinate for LAYER1 = -39
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 16.02 30 30 1.00 -745 Mass ordinate for LAYER2 = -83
303+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 211.73 351 351 1.00 -1096
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 14 14 1.00 -1096 Mass ordinate for LAYER1 = -53
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 15.99 30 30 1.00 -1096 Mass ordinate for LAYER2 = -113
303+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 231.95 411 411 1.00 -1507
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 14 14 1.00 -1507 Mass ordinate for LAYER1 = -67
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 15.99 30 30 1.00 -1507 Mass ordinate for LAYER2 = -143
304+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 234.18 432 432 1.00 -1939
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 8.11 14 14 1.00 -1939 Mass ordinate for LAYER1 = -81
LAYER2
Common Exc 0.00 0 0 1.00
Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 17.02 31 31 1.00 -1939 Mass ordinate for LAYER2 = -174
304+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.02 222 222 1.00 -2161
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 8.11 15 15 1.00 -2161 Mass ordinate for LAYER1 = -96
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 17.02 32 32 1.00 -2161 Mass ordinate for LAYER2 = -206
EXGROUND
Common Exc 0.74 1 1 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -2160
305+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 6 6 1.00 -2166
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 8.11 15 15 1.00 -2166 Mass ordinate for LAYER1 = -111
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 17.02 32 32 1.00 -2166 Mass ordinate for LAYER2 = -238
EXGROUND
Common Exc 33.27 31 31 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -2135
SKIP STATION RANGE = 305+25.00 to 306+25.00
305+50.00 LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 10.16 8 8 1.00 -2135 Mass ordinate for LAYER1 = -119
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 22.24 18 18 1.00 -2135
Mass ordinate for LAYER2 = -256
EXGROUND
Common Exc 15.03 22 22 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -2113
306+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 252.39 117 117 1.00 -2230
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 8.40 9 9 1.00 -2230 Mass ordinate for LAYER1 = -128
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 18.74 19 19 1.00 -2230 Mass ordinate for LAYER2 = -275
EXGROUND
Common Exc 0.00 7 7 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -2223
307+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 118.83 344 344 1.00 -2567
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.69 14 14 1.00 -2567 Mass ordinate for LAYER1 = -142
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 15.33 32 32 1.00 -2567 Mass ordinate for LAYER2 = -307
307+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 76.29 181 181 1.00 -2748
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.61 12 12 1.00 -2748 Mass ordinate for LAYER1 = -154
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00
Fill 15.20 28 28 1.00 -2748 Mass ordinate for LAYER2 = -335
308+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 63.76 130 130 1.00 -2878
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.61 12 12 1.00 -2878 Mass ordinate for LAYER1 = -166
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 15.20 28 28 1.00 -2878 Mass ordinate for LAYER2 = -363
308+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 65.57 120 120 1.00 -2998
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 13 13 1.00 -2998 Mass ordinate for LAYER1 = -179
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 16.04 29 29 1.00 -2998 Mass ordinate for LAYER2 = -392
309+00.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 46.65 104 104 1.00 -3102
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.36 14 14 1.00 -3102 Mass ordinate for LAYER1 = -193
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 16.14 30 30 1.00 -3102 Mass ordinate for LAYER2 = -422
309+50.00 EMBANKMENT
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 28.03 69 69 1.00 -3171
LAYER1
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.01 12 12 1.00 -3171 Mass ordinate for LAYER1 = -205
LAYER2
Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 13.08 27 27 1.00 -3171 Mass ordinate for LAYER2 = -449
EXGROUND
Common Exc 3.14 3 3 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -3168 � 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.)
EMBANKMENT
Common Exc 0 0 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 3242 3242 1.00
LAYER1
Common Exc 0 0 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 205 205 1.00
LAYER2
Common Exc 0 0 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 449 449 1.00
EXGROUND
Common Exc 74 74 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 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.)
EMBANKMENT
Common Exc 0 0 0 0 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 3242 3242 0 0 1.00
LAYER1
Common Exc 0 0 0 0 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 205 205 0 0 1.00
LAYER2
Common Exc 0 0 0 0 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 449 449 0 0 1.00
EXGROUND
Common Exc 74 74 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
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