MicroStation V8i (SELECTseries 2) - Version 08.11.07.443
Bentley GEOPAK V8i (SLECTseries 2) 08.11.07.427
After creating the earthwork log file by processing cross section end areas I load the log file into earthworks to draw the mass balance. The input for running earthwork is the following:
XSECTION
Earthwork
tolerance = 0.001000
vertical search distance = 500.000000
xs dgn = C:\Users\toddhummel\Desktop\XSec_PRUS85.dgn
Proposed Finish Grade
soil type = Ground
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.250000
type = line, line_string
lvname = Ts Line
lvname = Asph F Line
lvname = Asph A Line
lvname = Asph E Line
lvname = Conc A Line
lvname = Aggr A Line
lc = 0
wt = 2
co = 1,65,81,85,162
Proposed Undercut
soil type = BlendedBase
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = Aggr B Line
lvname = Aggr F Line
lvname = Aggr C Line
lc = 0
wt = 2
co = 53,69,117,133
Do not include in mass ordinate
Proposed Undercut
soil type = Topsoil
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = T_Tie
lvname = Ts Bottom Line
lc = 0
wt = 2
co = 3,130
Do not include in mass ordinate
Proposed Undercut
soil type = Asphalt
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = Asph B Line
lvname = Line
lvname = Aggr A Line
lvname = Aggr D Line
lvname = Conc B Line
lvname = Conc F Line
lvname = Conc C Line
lc = 0
wt = 2
co = 1,17,81-82,85,101,130,146
Do not include in mass ordinate
Existing Ground Line
soil type = Ground
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = Grnd Line Exst
lvname = DTM Void Line Exst
lc = 2,ByLevel
wt = 2,ByLevel
co = 6,ByLevel
Existing Unsuitable Material
soil type = Topsoil
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = Ts Line Exst
Existing Unsuitable Material
soil type = ExistingAsphalt
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = Asph Line Exst
Existing Unsuitable Material
soil type = ExistingAggregate
roadway exc mult factor = 1.000000
subsoil exc mult factor = 1.000000
fill mult factor = 1.000000
type = line, line_string
lvname = Aggr Line Exst
Excavation Limit
type = line
lvname = T_Tie
lc = 0
wt = 2
co = 3
Ignore Areas
from 309+23.03 R 1 to 310+76.97 R 1
Volume Adjustment
station = 736265
soil type = Ground
Common Exc volume = 1896
Volume Adjustment
station = 736265
soil type = Ground
Fill volume = 1642
Volume Adjustment
station = 736265
soil type = Topsoil
Fill volume = 822
Volume Adjustment
station = 736265
soil type = Topsoil
Common Exc volume = 1147
Volume Adjustment
station = 739000
soil type = Topsoil
Fill volume = 732
Volume Adjustment
station = 739000
soil type = Topsoil
Common Exc volume = 1126
Volume Adjustment
station = 739000
soil type = Ground
Fill volume = 5202
Volume Adjustment
station = 739000
soil type = Ground
Common Exc volume = 646
Volume Adjustment
station = 742000
soil type = Topsoil
Fill volume = 2842
Volume Adjustment
station = 742000
soil type = Topsoil
Common Exc volume = 3689
Volume Adjustment
station = 742000
soil type = Ground
Common Exc volume = 30448
Volume Adjustment
station = 742000
soil type = Ground
Fill volume = 3075
Volume Adjustment
station = 753300
soil type = Ground
Fill volume = 1094
Volume Adjustment
station = 753300
soil type = Topsoil
Common Exc volume = 1646
Volume Adjustment
station = 753300
soil type = Topsoil
Fill volume = 940
Volume Adjustment
station = 753300
soil type = Ground
Common Exc volume = 4541
Volume Adjustment
station = 758800
soil type = Ground
Fill volume = 1499
Volume Adjustment
station = 758800
soil type = Topsoil
Fill volume = 833
Volume Adjustment
station = 758800
soil type = Topsoil
Common Exc volume = 1358
Volume Adjustment
station = 758800
soil type = Ground
Common Exc volume = 4470
Volume Adjustment
station = 764150
soil type = Topsoil
Common Exc volume = 5188
Volume Adjustment
station = 764150
soil type = Ground
Fill volume = 28804
Volume Adjustment
station = 764150
soil type = Topsoil
Fill volume = 3815
Volume Adjustment
station = 764150
soil type = Ground
Common Exc volume = 32518
Volume Adjustment
station = 769075
soil type = Ground
Fill volume = 27703
Volume Adjustment
station = 769075
soil type = Topsoil
Common Exc volume = 1200
Volume Adjustment
station = 769075
soil type = Topsoil
Fill volume = 1015
Volume Adjustment
station = 769075
soil type = Ground
Common Exc volume = 109918
Volume Adjustment
station = 769075
soil type = Ground
Fill volume = 25
Volume Adjustment
station = 769075
soil type = Ground
Common Exc volume = 11998
Volume Adjustment
station = 769075
soil type = Topsoil
Common Exc volume = 12744
Volume Adjustment
station = 769075
soil type = Topsoil
Fill volume = 10044
Write Earthwork Shapes
plot param
lv = 1020300510
lvname = Earthwork Shapes 1
co = 1
wt = 0
lc = 0
Stratify Shape Color
combine common exc + subgrade exc + subsoil exc
Calculate Only Between Excavation Limits
End Area Decimal Places = 4
Process Earthwork for Baseline = PRUS85
job number = 001
beg sta = 7330+00.00 R 1
end sta = 7730+00.00 R 1