EarthWork_Det_HWy89.pdf

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WY NPS GRTE 700(4), Improve Safety at Gros Ventre Junction with a Modern Roundabout
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DTFH7017R00009
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EarthWork_Det_HWy89

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EW_Det_HWy89.log Input File: ewkprj.inp Output File: EW_Det_HWy89.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 = 200.000000 1 8 8 1 9 9 xs dgn = J:\_Transportation\W3X71201_WFL_GRTE\700FHWA\TO-0001\Roadway\CADD_Design\grte70004de t-xs-hwy89.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 Write Earthwork Shapes 1 64 64 plot param 1 65 65 lv = 0 1 66 66 lvname = Default 1 67 67 co = ByLevel 1 68 68 wt = 0 1 69 69 lc = 0 1 70 70 Stratify Shape Color 1 71 71 1 72 72 End Area Decimal Places = 2 1 73 73 1 74 74 write column base ascii file = J:\_Transportation\W3X71201_WFL_GRTE\700FHWA\TO-0001\Roadway\GEOPAK\Earthwork\Det_Hw y89.txt 1 75 75 1 76 76 column 1 formula = abs( ["ExGround", Common Exc, End Area] ) 1 77 77 column 1 number of decimal place = 2 1 78 78 column 1 total length = 10 1 79 79 1 80 80 column 2 formula = abs( ["Embankment", Fill, End Area] ) 1 81 81 column 2 number of decimal place = 2 1 82 82 column 2 total length = 10 1 83 83 1 84 84 column 3 formula = abs( ["Layer1", Common Exc, End Area] ) 1 85 85 column 3 number of decimal place = 2 1 86 86 column 3 total length = 10 1 87 87 1 88 88 column 4 formula = abs( ["Layer2", Common Exc, End Area] ) 1 89 89 column 4 number of decimal place = 2 1 90 90 column 4 total length = 10 1 91 91 1 92 92 1 93 93 Process Earthwork for Baseline = HWY89 1 94 94 job number = 704 1 95 95 1 96 96 beg sta = 102+00.00 R 1 1 97 97 end sta = 109+50.00 R 1

0 0 98 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = HWY89

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.)

102+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 25.02 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 13.04 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 21.10 0 0 1.00 0 Mass ordinate for LAYER2 = 0

EXGROUND

Common Exc 4.32 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

102+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 56.90 76 76 1.00 -76

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 16.35 27 27 1.00 -76 Mass ordinate for LAYER1 = -27

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 25.72 43 43 1.00 -76 Mass ordinate for LAYER2 = -43

EXGROUND

Common Exc 4.42 8 8 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 -68

103+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 159.69 201 201 1.00 -269

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 16.86 31 31 1.00 -269 Mass ordinate for LAYER1 = -58

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 27.30 49 49 1.00 -269 Mass ordinate for LAYER2 = -92

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 -265

103+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 227.00 358 358 1.00 -623

LAYER1

Subsoil Exc 0.00 0 0 1.00 Fill 16.87 31 31 1.00 -623 Mass ordinate for LAYER1 = -89

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 27.32 51 51 1.00 -623 Mass ordinate for LAYER2 = -143

EXGROUND

Common Exc 0.63 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 -622

104+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 285.50 475 475 1.00 -1097

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 16.87 31 31 1.00 -1097 Mass ordinate for LAYER1 = -120

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 27.32 51 51 1.00 -1097 Mass ordinate for LAYER2 = -194

EXGROUND

Common Exc 0.00 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 -1096

104+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 322.78 563 563 1.00 -1659

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 20.17 34 34 1.00 -1659 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 33.18 56 56 1.00 -1659 Mass ordinate for LAYER2 = -250

104+75.00 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 279.18 279 279 1.00 -1938

LAYER1

Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 25.67 21 21 1.00 -1938 Mass ordinate for LAYER1 = -175

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 38.50 33 33 1.00 -1938 Mass ordinate for LAYER2 = -283

EXGROUND

Common Exc 4.34 2 2 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 -1936

104+95.00 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 238.37 192 192 1.00 -2128

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 25.67 19 19 1.00 -2128 Mass ordinate for LAYER1 = -194

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 38.50 29 29 1.00 -2128 Mass ordinate for LAYER2 = -312

EXGROUND

Common Exc 7.31 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 -2124

105+20.00 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 281.08 240 240 1.00 -2364

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 19.97 21 21 1.00 -2364 Mass ordinate for LAYER1 = -215

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 32.74 33 33 1.00 -2364 Mass ordinate for LAYER2 = -345

EXGROUND

Common Exc 0.00 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 -2361

105+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 28.74 172 172 1.00 -2533

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 16.87 20 20 1.00 -2533 Mass ordinate for LAYER1 = -235

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 26.74 33 33 1.00 -2533 Mass ordinate for LAYER2 = -378

EXGROUND

Common Exc 1.51 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 -2532

106+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 240.09 249 249 1.00 -2781

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 17.88 32 32 1.00 -2781 Mass ordinate for LAYER1 = -267

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 27.72 50 50 1.00 -2781 Mass ordinate for LAYER2 = -428

EXGROUND

Common Exc 0.00 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 -2780

106+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 291.17 492 492 1.00 -3272

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 16.86 32 32 1.00 -3272 Mass ordinate for LAYER1 = -299

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 27.30 51 51 1.00 -3272 Mass ordinate for LAYER2 = -479

107+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 267.75 518 518 1.00 -3790

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 16.27 31 31 1.00 -3790 Mass ordinate for LAYER1 = -330

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 26.43 50 50 1.00 -3790 Mass ordinate for LAYER2 = -529

107+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 4.54 252 252 1.00 -4042

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 15.43 29 29 1.00 -4042 Mass ordinate for LAYER1 = -359

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 25.16 48 48 1.00 -4042 Mass ordinate for LAYER2 = -577

EXGROUND

Common Exc 10.49 10 10 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 -4032

108+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 4 4 1.00 -4036

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 14.58 28 28 1.00 -4036 Mass ordinate for LAYER1 = -387

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 23.89 45 45 1.00 -4036 Mass ordinate for LAYER2 = -622

EXGROUND

Common Exc 175.27 172 172 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 -3864

108+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 13.75 26 26 1.00 -3864 Mass ordinate for LAYER1 = -413

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 22.62 43 43 1.00 -3864 Mass ordinate for LAYER2 = -665

EXGROUND

Common Exc 107.49 262 262 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 -3602

109+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 4.37 4 4 1.00 -3606

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 15.21 27 27 1.00 -3606 Mass ordinate for LAYER1 = -440

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 24.01 43 43 1.00 -3606 Mass ordinate for LAYER2 = -708

EXGROUND

Common Exc 61.15 156 156 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 -3450

109+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 3.43 7 7 1.00 -3457

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 4.60 18 18 1.00 -3457 Mass ordinate for LAYER1 = -458

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 8.17 30 30 1.00 -3457 Mass ordinate for LAYER2 = -738

EXGROUND

Common Exc 17.05 72 72 1.00

Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -3385 � 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 4082 4082 1.00

LAYER1

Common Exc 0 0 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 458 458 1.00

LAYER2

Common Exc 0 0 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 738 738 1.00

EXGROUND

Common Exc 697 697 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 4082 4082 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 458 458 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 738 738 0 0 1.00

EXGROUND

Common Exc 697 697 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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