Cut And Fill Of Asphalt And Soill Design Work Sheet
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PROJECT TITLE - Improvement of Road 309 Contractor - Eastern Asphalt Road No - 4 Construction thick 0.05 = ROAD WIDTH CHG. DIST. L to C C to R IN M. IN M. IN M. IN M.
GROUND ELV.
FINISHED ELV.
M.
DIFFERENCE
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/S TOTAL C1 C1 C1 C2 C2 C2 AREA
Total Volume
CUT AREA CH L/S - C/L C1 C1 C1
CUT AREA C/L - R/S TOTAL TOTAL C2 C2 C2 AREA VOLUME
0.0
0
8.50
6.50
7.983
7.986
8.008
8.033
8.036
8.281
(0.000)
(0.000)
0.223
0.00
0.00
0.00
0.00
0.00
0.72
0.72
0.00
(0.00)
0.00
0.00
0.00
(0.00)
0.00
(0.00)
0.00
10.0
10
4.70
4.70
7.807
7.812
7.912
8.042
8.047
8.458
0.185
0.185
0.496
0.87
0.00
0.00
1.60
0.00
0.00
2.47
15.97
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.00)
20.0
10
5.00
5.00
7.856
7.885
7.868
8.051
8.060
8.524
0.201
0.125
0.606
0.82
0.00
0.00
1.83
0.00
0.00
2.64
25.56
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
30.0
10
5.00
5.00
7.909
7.943
7.918
8.061
8.071
8.537
0.102
0.078
0.569
0.45
0.00
0.00
1.62
0.00
0.00
2.07
10.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
40.0
10
4.70
4.70
7.956
7.815
7.966
8.070
8.083
8.521
0.064
0.218
0.505
0.66
0.00
0.00
1.70
0.00
0.00
2.36
11.81
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
50.0
10
4.70
4.70
7.982
8.095
8.035
8.080
8.095
8.501
0.048
(0.050)
0.416
0.00
0.06
0.00
0.00
0.00
0.87
0.93
4.64
0.00
0.00
(0.06)
0.00
(0.01)
0.00
(0.07)
0.00
60.0
10
4.70
4.70
8.090
8.177
8.142
8.090
8.177
8.579
(0.050)
(0.050)
0.387
0.00
0.00
0.00
0.00
0.00
0.81
0.81
4.03
(0.24)
0.00
0.00
0.00
(0.01)
0.00
(0.25)
0.00
30-A
10
9.20
7.80
8.027
8.120
8.214
8.080
8.100
8.240
0.003
(0.070)
(0.024)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.31)
(0.37)
0.00
0.00
(0.68)
0.00
40 -B
10
9.20
7.80
8.056
8.078
8.274
8.107
8.127
8.274
0.001
(0.001)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
0.00
(0.00)
(0.20)
0.00
0.00
(0.20)
0.00
50 -C
10
8.80
6.00
8.107
8.115
8.280
8.127
8.135
8.280
(0.030)
(0.030)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.26)
0.00
0.00
(0.24)
0.00
0.00
(0.50)
0.00
60 -D
10
5.50
5.50
8.192
8.197
8.322
8.192
8.197
8.322
(0.050)
(0.050)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.28)
0.00
0.00
(0.28)
0.00
0.00
(0.55)
0.00
TOTAL FILLING
= 72.36 M3
TOTAL CUT =
(0.00) M3
Slip Road Salmaniyah to Sh Isa ROAD WIDTH GROUND ELV. CHG. DIST.L TO CC TO R IN M. IN M. IN M. IN M. LEFT CENT. RIGHT
LEFT
FINISHED ELV. CENT.
RIGHT
LEFT
DIFFERENCE CENT.
RIGHT
30.0
0
1.99
1.99
3.000
2.995
2.990
3.134
3.074
3.014
0.084
0.029
(0.026)
0.11
0.00
0.00
0.00
0.02
0.00
0.13
0.00
0.00
0.00
0.00
0.00
0.00
(0.01)
(0.01)
0.00
40.0
10
3.04
3.04
3.080
3.071
3.011
3.189
3.129
3.069
0.059
0.008
0.008
0.10
0.00
0.00
0.02
0.00
0.00
0.13
1.27
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.06)
50.0
10
3.49
3.49
3.015
3.030
3.045
3.247
3.185
3.124
0.247
0.105
0.029
0.61
0.00
0.00
0.23
0.00
0.00
0.85
4.87
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
51.0
1
3.94
3.94
2.950
2.955
2.960
3.254
3.218
3.165
3.204
0.213
0.155
6.72
0.00
0.00
0.72
0.00
0.00
7.45
4.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/S TOTAL C1 C1 C1 C2 C2 C2 AREA
TOTAL FILLING
TOTAL CUT AREA CH L/S - C/L VOLUME C1 C1 C1
= 10.28 M3
CUT AREA C/L - R/S TOTAL TOTAL C2 C2 C2 AREA VOLUME
TOTAL CUT =
(0.06) M3
Slip Road Sh Isa to Salmaniyah ROAD WIDTH GROUND ELV. CHG. DIST.L TO CC TO R IN M. IN M. IN M. IN M. LEFT CENT. RIGHT
LEFT
FINISHED ELV. CENT.
RIGHT
LEFT
DIFFERENCE CENT.
RIGHT
30.0
0
2.98
2.98
3.139
3.070
2.930
3.197
3.132
3.068
0.008
0.012
0.088
0.03
0.00
0.00
0.15
0.00
0.00
0.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
40.0
10
3.04
3.04
2.950
2.945
2.940
3.180
3.118
3.057
0.180
0.123
0.067
0.46
0.00
0.00
0.29
0.00
0.00
0.75
4.64
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
48.2
8.2
3.04
3.04
3.000
2.985
2.970
3.168
3.105
3.043
3.118
0.070
0.023
4.85
0.00
0.00
0.14
0.00
0.00
4.99
23.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/S TOTAL C1 C1 C1 C2 C2 C2 AREA
TOTAL FILLING
TOTAL CUT AREA CH L/S - C/L VOLUME C1 C1 C1
= 28.15 M3
CUT AREA C/L - R/S TOTAL TOTAL C2 C2 C2 AREA VOLUME
TOTAL CUT =
0.00 M3
BLOCK - 505 JANUSAN AVENUE Contractor - Eastern Asphalt Construction thick 0.11 = M.
CHG. IN M. 0.0 10.0
ROAD WIDTH DIST. LtoC CtoR IN M. IN M. IN M. 0 10
3.75 3.75
3.75 3.75
20.0
10
3.75
3.75
30.0
10
3.75
3.75
40.0
10
3.75
3.75
50.0
10
3.75
3.75
60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
GROUND ELV. LEFT
CENT.
RIGHT
5.018
5.063
5.003
4.973
5.033
4.998
4.947
5.022
4.958
4.983
5.003
4.948
4.908
4.983
4.946
4.929
5.001
4.946
4.983
5.013
4.973
5.023
5.033
5.033
5.108
5.073
5.048
5.143
5.151
5.081
5.201
5.220
5.213
5.241
5.304
5.241
5.273
5.351
5.268
5.361
5.333
5.271
5.320
5.334
5.271
5.332
5.366
5.306
5.346
5.351
5.309
5.331
5.376
5.300
5.341
5.406
5.326
5.371
5.389
5.330
5.387
5.357
5.358
5.369
5.390
5.369
5.364
5.417
5.344
FINISHED ELV.
DIFFERENCE FILL AREA CH L/S - C/L FILL AREA CH C/L - R/STOTAL TOTAL CUT AREA CH L/S - C/L C1 C1 C1 C2 C2 C2 AREA VOLUME C1 C1 C1
CUT AREA C/L - R/S C2 C2 C2
TOTAL TOTAL AREA VOLUME
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
4.963
5.038
4.963
(0.165)
(0.135)
(0.150)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.56)
0.00
0.00
(0.53)
0.00
0.00
(1.10)
0.00
4.991
5.066
4.991
(0.092)
(0.077)
(0.117)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.32)
0.00
0.00
(0.36)
0.00
0.00
(0.68)
0.00
5.018
5.093
5.018
(0.039)
(0.039)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.15)
0.00
0.00
(0.17)
0.00
0.00
(0.31)
0.00
5.046
5.121
5.046
(0.047)
0.008
(0.012)
0.00
0.00
0.00
0.00
0.01
0.00
0.01
0.04
0.00
(0.08)
0.00
0.00
0.00
(0.01)
(0.09)
0.00
5.073
5.148
5.073
0.055
0.055
0.017
0.21
0.00
0.00
0.14
0.00
0.00
0.34
1.71
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.100
5.175
5.100
0.061
0.064
0.044
0.23
0.00
0.00
0.20
0.00
0.00
0.44
2.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.128
5.203
5.128
0.035
0.080
0.045
0.22
0.00
0.00
0.23
0.00
0.00
0.45
2.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.156
5.231
5.156
0.023
0.088
0.013
0.21
0.00
0.00
0.19
0.00
0.00
0.40
1.99
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.183
5.258
5.183
(0.035)
0.075
0.025
0.00
0.00
0.10
0.19
0.00
0.00
0.28
1.42
0.00
(0.02)
0.00
0.00
0.00
0.00
(0.02)
0.00
5.210
5.285
5.210
(0.043)
0.024
0.019
0.00
0.00
0.02
0.08
0.00
0.00
0.10
0.48
0.00
(0.05)
0.00
0.00
0.00
0.00
(0.05)
0.00
5.236
5.311
5.236
(0.075)
(0.019)
(0.087)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.18)
0.00
0.00
(0.20)
0.00
0.00
(0.38)
0.00
5.261
5.336
5.261
(0.090)
(0.078)
(0.090)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.31)
0.00
0.00
(0.31)
0.00
0.00
(0.63)
0.00
5.285
5.360
5.285
(0.098)
(0.101)
(0.093)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.37)
0.00
0.00
(0.36)
0.00
0.00
(0.74)
0.00
5.308
5.383
5.308
(0.163)
(0.060)
(0.073)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.42)
0.00
0.00
(0.25)
0.00
0.00
(0.67)
0.00
5.330
5.405
5.330
(0.100)
(0.039)
(0.051)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.26)
0.00
0.00
(0.17)
0.00
0.00
(0.43)
0.00
5.351
5.426
5.351
(0.091)
(0.050)
(0.065)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.26)
0.00
0.00
(0.22)
0.00
0.00
(0.48)
0.00
5.371
5.446
5.371
(0.085)
(0.015)
(0.048)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.19)
0.00
0.00
(0.12)
0.00
0.00
(0.31)
0.00
5.390
5.465
5.390
(0.051)
(0.021)
(0.020)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.14)
0.00
0.00
(0.08)
0.00
0.00
(0.21)
0.00
5.409
5.484
5.409
(0.042)
(0.032)
(0.027)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.14)
0.00
0.00
(0.11)
0.00
0.00
(0.25)
0.00
5.427
5.502
5.427
(0.054)
0.003
(0.013)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
(0.10)
0.00
0.00
0.00
(0.02)
(0.12)
0.00
5.444
5.519
5.444
(0.053)
0.052
(0.024)
0.00
0.00
0.05
0.00
0.07
0.00
0.11
0.57
0.00
(0.05)
0.00
0.00
0.00
(0.01)
(0.06)
0.00
5.455
5.530
5.455
(0.024)
0.030
(0.024)
0.00
0.00
0.03
0.00
0.03
0.00
0.06
0.31
0.00
(0.02)
0.00
0.00
0.00
(0.02)
(0.04)
0.00
5.465
5.540
5.465
(0.009)
0.013
0.011
0.00
0.00
0.01
0.04
0.00
0.00
0.06
0.30
0.00
(0.01)
0.00
0.00
0.00
0.00
(0.01)
0.00
230.0
10
3.75
3.75
240.0
10
3.75
3.75
250.0
10
3.75
3.75
260.0
10
3.75
3.75
270.0
10
3.75
3.75
280.0 290.0 300.0 310.0 320.0 330.0 340.0 350.0 360.0 370.0 380.0 386.0
10 10 10 10 10 10 10 10 10 10 10 6
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
5.372
5.442
5.375
5.389
5.449
5.380
5.398
5.443
5.374
5.432
5.490
5.426
5.427
5.419
5.387
5.427
5.409
5.357
5.419
5.382
5.344
5.412
5.349
5.313
5.366
5.388
5.362
5.381
5.410
5.391
5.427
5.458
5.397
5.490
5.499
5.407
5.592
5.589
5.504
5.688
5.638
5.568
5.709
5.744
5.658
5.770
5.792
5.704
5.804
5.704
5.842
5.485
5.560
5.485
0.003
0.008
(0.000)
0.02
0.00
0.00
0.00
0.01
0.00
0.04
0.18
0.00
0.00
0.00
0.00
0.00
(0.00)
(0.00)
0.00
5.465
5.540
5.465
(0.034)
(0.019)
(0.025)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.10)
0.00
0.00
(0.08)
0.00
0.00
(0.18)
0.00
5.443
5.518
5.443
(0.065)
(0.035)
(0.041)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.19)
0.00
0.00
(0.14)
0.00
0.00
(0.33)
0.00
5.422
5.497
5.422
(0.120)
(0.103)
(0.114)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.42)
0.00
0.00
(0.41)
0.00
0.00
(0.83)
0.00
5.403
5.478
5.403
(0.134)
(0.051)
(0.094)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.35)
0.00
0.00
(0.27)
0.00
0.00
(0.62)
0.00
5.392
5.467
5.392
(0.145)
(0.052)
(0.075)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.37)
0.00
0.00
(0.24)
0.00
0.00
(0.61)
0.00
5.386
5.461
5.386
(0.143)
(0.031)
(0.068)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.33)
0.00
0.00
(0.19)
0.00
0.00
(0.51)
0.00
5.388
5.463
5.388
(0.134)
0.004
(0.035)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.24)
0.00
0.00
0.00
(0.06)
(0.30)
0.00
5.396
5.471
5.396
(0.080)
(0.027)
(0.076)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.20)
0.00
0.00
(0.19)
0.00
0.00
(0.39)
0.00
5.411
5.486
5.411
(0.080)
(0.034)
(0.090)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.21)
0.00
0.00
(0.23)
0.00
0.00
(0.45)
0.00
5.432
5.507
5.432
(0.105)
(0.061)
(0.075)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.31)
0.00
0.00
(0.26)
0.00
0.00
(0.57)
0.00
5.460
5.535
5.460
(0.140)
(0.074)
(0.057)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.40)
0.00
0.00
(0.25)
0.00
0.00
(0.65)
0.00
5.510
5.585
5.510
(0.192)
(0.114)
(0.104)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.57)
0.00
0.00
(0.41)
0.00
0.00
(0.98)
0.00
5.560
5.635
5.560
(0.238)
(0.113)
(0.118)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.66)
0.00
0.00
(0.43)
0.00
0.00
(1.09)
0.00
5.610
5.685
5.610
(0.209)
(0.169)
(0.158)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.71)
0.00
0.00
(0.61)
0.00
0.00
(1.32)
0.00
5.661
5.736
5.661
(0.219)
(0.166)
(0.153)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.72)
0.00
0.00
(0.60)
0.00
0.00
(1.32)
0.00
5.711
5.786
5.711
(0.241)
(0.128)
(0.103)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.69)
0.00
0.00
(0.43)
0.00
0.00
(1.13)
0.00
TOTAL FILLING 11.44 = M3
TOTAL CUT =
Slip Road Salmaniyah to Sh Isa CHG. IN M.
ROAD WIDTH GROUND ELV. DIST. L TO CC TO R IN M. IN M. IN M. LEFT CENT. RIGHT
FINISHED ELV.
DIFFERENCE
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/STOTAL TOTAL CUT AREA CH L/S - C/L C1 C1 C1 C2 C2 C2 AREA VOLUME C1 C1 C1
CUT AREA C/L - R/S C2 C2 C2
TOTAL TOTAL AREA VOLUME
30.0
0
1.99
1.99
3.000
2.995
2.990
3.134
3.074
3.014
0.024
(0.031)
(0.086)
0.00
0.01
0.00
0.00
0.00
0.00
0.01
0.00
0.00
0.00
(0.02)
(0.12)
0.00
0.00
(0.13)
0.00
40.0
10
3.04
3.04
3.080
3.071
3.011
3.189
3.129
3.069
(0.001)
(0.052)
(0.052)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
(0.08)
0.00
0.00
(0.16)
0.00
0.00
(0.24)
(1.86)
50.0
10
3.49
3.49
3.015
3.030
3.045
3.247
3.185
3.124
0.187
0.045
(0.031)
0.40
0.00
0.00
0.00
0.05
0.00
0.45
2.25
0.00
0.00
0.00
0.00
0.00
(0.02)
(0.02)
(1.30)
51.0
1
3.94
3.94
2.950
2.955
2.960
3.254
3.218
3.165
3.144
0.153
0.095
6.49
0.00
0.00
0.49
0.00
0.00
6.97
3.71
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.01)
TOTAL FILLING
=6.02 M3
TOTAL CUT =
(3.18)
Slip Road Sh Isa to Salmaniyah CHG. IN M.
ROAD WIDTH GROUND ELV. DIST. L TO CC TO R IN M. IN M. IN M. LEFT CENT. RIGHT
FINISHED ELV.
DIFFERENCE
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/STOTAL TOTAL CUT AREA CH L/S - C/L C1 C1 C1 C2 C2 C2 AREA VOLUME C1 C1 C1
CUT AREA C/L - R/S C2 C2 C2
TOTAL TOTAL AREA VOLUME
30.0
0
2.98
2.98
3.139
3.070
2.930
3.197
3.132
3.068
(0.052)
(0.048)
0.028
0.00
0.00
0.00
0.00
0.00
0.02
0.02
0.00
(0.15)
0.00
0.00
0.00
(0.05)
0.00
(0.19)
0.00
40.0
10
3.04
3.04
2.950
2.945
2.940
3.180
3.118
3.057
0.120
0.063
0.007
0.28
0.00
0.00
0.11
0.00
0.00
0.38
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.97)
48.2
8.2
3.04
3.04
3.000
2.985
2.970
3.168
3.105
3.043
3.058
0.010
(0.037)
4.66
0.00
0.00
0.00
0.00
0.00
4.67
20.71
0.00
0.00
0.00
0.00
0.00
(0.04)
(0.04)
(0.18)
TOTAL FILLING
=22.71 M3
TOTAL CUT =
(1.15)
M3
M3
M3
GROUND ELV.
FINISHED ELV.
M.
DIFFERENCE
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/S TOTAL C1 C1 C1 C2 C2 C2 AREA
Total Volume
CUT AREA CH L/S - C/L C1 C1 C1
CUT AREA C/L - R/S TOTAL TOTAL C2 C2 C2 AREA VOLUME
0.0
0
8.50
6.50
7.983
7.986
8.008
8.033
8.036
8.281
(0.000)
(0.000)
0.223
0.00
0.00
0.00
0.00
0.00
0.72
0.72
0.00
(0.00)
0.00
0.00
0.00
(0.00)
0.00
(0.00)
0.00
10.0
10
4.70
4.70
7.807
7.812
7.912
8.042
8.047
8.458
0.185
0.185
0.496
0.87
0.00
0.00
1.60
0.00
0.00
2.47
15.97
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.00)
20.0
10
5.00
5.00
7.856
7.885
7.868
8.051
8.060
8.524
0.201
0.125
0.606
0.82
0.00
0.00
1.83
0.00
0.00
2.64
25.56
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
30.0
10
5.00
5.00
7.909
7.943
7.918
8.061
8.071
8.537
0.102
0.078
0.569
0.45
0.00
0.00
1.62
0.00
0.00
2.07
10.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
40.0
10
4.70
4.70
7.956
7.815
7.966
8.070
8.083
8.521
0.064
0.218
0.505
0.66
0.00
0.00
1.70
0.00
0.00
2.36
11.81
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
50.0
10
4.70
4.70
7.982
8.095
8.035
8.080
8.095
8.501
0.048
(0.050)
0.416
0.00
0.06
0.00
0.00
0.00
0.87
0.93
4.64
0.00
0.00
(0.06)
0.00
(0.01)
0.00
(0.07)
0.00
60.0
10
4.70
4.70
8.090
8.177
8.142
8.090
8.177
8.579
(0.050)
(0.050)
0.387
0.00
0.00
0.00
0.00
0.00
0.81
0.81
4.03
(0.24)
0.00
0.00
0.00
(0.01)
0.00
(0.25)
0.00
30-A
10
9.20
7.80
8.027
8.120
8.214
8.080
8.100
8.240
0.003
(0.070)
(0.024)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.31)
(0.37)
0.00
0.00
(0.68)
0.00
40 -B
10
9.20
7.80
8.056
8.078
8.274
8.107
8.127
8.274
0.001
(0.001)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
0.00
(0.00)
(0.20)
0.00
0.00
(0.20)
0.00
50 -C
10
8.80
6.00
8.107
8.115
8.280
8.127
8.135
8.280
(0.030)
(0.030)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.26)
0.00
0.00
(0.24)
0.00
0.00
(0.50)
0.00
60 -D
10
5.50
5.50
8.192
8.197
8.322
8.192
8.197
8.322
(0.050)
(0.050)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.28)
0.00
0.00
(0.28)
0.00
0.00
(0.55)
0.00
TOTAL FILLING
= 72.36 M3
TOTAL CUT =
(0.00) M3
Slip Road Salmaniyah to Sh Isa ROAD WIDTH GROUND ELV. CHG. DIST.L TO CC TO R IN M. IN M. IN M. IN M. LEFT CENT. RIGHT
LEFT
FINISHED ELV. CENT.
RIGHT
LEFT
DIFFERENCE CENT.
RIGHT
30.0
0
1.99
1.99
3.000
2.995
2.990
3.134
3.074
3.014
0.084
0.029
(0.026)
0.11
0.00
0.00
0.00
0.02
0.00
0.13
0.00
0.00
0.00
0.00
0.00
0.00
(0.01)
(0.01)
0.00
40.0
10
3.04
3.04
3.080
3.071
3.011
3.189
3.129
3.069
0.059
0.008
0.008
0.10
0.00
0.00
0.02
0.00
0.00
0.13
1.27
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.06)
50.0
10
3.49
3.49
3.015
3.030
3.045
3.247
3.185
3.124
0.247
0.105
0.029
0.61
0.00
0.00
0.23
0.00
0.00
0.85
4.87
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
51.0
1
3.94
3.94
2.950
2.955
2.960
3.254
3.218
3.165
3.204
0.213
0.155
6.72
0.00
0.00
0.72
0.00
0.00
7.45
4.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/S TOTAL C1 C1 C1 C2 C2 C2 AREA
TOTAL FILLING
TOTAL CUT AREA CH L/S - C/L VOLUME C1 C1 C1
= 10.28 M3
CUT AREA C/L - R/S TOTAL TOTAL C2 C2 C2 AREA VOLUME
TOTAL CUT =
(0.06) M3
Slip Road Sh Isa to Salmaniyah ROAD WIDTH GROUND ELV. CHG. DIST.L TO CC TO R IN M. IN M. IN M. IN M. LEFT CENT. RIGHT
LEFT
FINISHED ELV. CENT.
RIGHT
LEFT
DIFFERENCE CENT.
RIGHT
30.0
0
2.98
2.98
3.139
3.070
2.930
3.197
3.132
3.068
0.008
0.012
0.088
0.03
0.00
0.00
0.15
0.00
0.00
0.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
40.0
10
3.04
3.04
2.950
2.945
2.940
3.180
3.118
3.057
0.180
0.123
0.067
0.46
0.00
0.00
0.29
0.00
0.00
0.75
4.64
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
48.2
8.2
3.04
3.04
3.000
2.985
2.970
3.168
3.105
3.043
3.118
0.070
0.023
4.85
0.00
0.00
0.14
0.00
0.00
4.99
23.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/S TOTAL C1 C1 C1 C2 C2 C2 AREA
TOTAL FILLING
TOTAL CUT AREA CH L/S - C/L VOLUME C1 C1 C1
= 28.15 M3
CUT AREA C/L - R/S TOTAL TOTAL C2 C2 C2 AREA VOLUME
TOTAL CUT =
0.00 M3
BLOCK - 505 JANUSAN AVENUE Contractor - Eastern Asphalt Construction thick 0.11 = M.
CHG. IN M. 0.0 10.0
ROAD WIDTH DIST. LtoC CtoR IN M. IN M. IN M. 0 10
3.75 3.75
3.75 3.75
20.0
10
3.75
3.75
30.0
10
3.75
3.75
40.0
10
3.75
3.75
50.0
10
3.75
3.75
60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
GROUND ELV. LEFT
CENT.
RIGHT
5.018
5.063
5.003
4.973
5.033
4.998
4.947
5.022
4.958
4.983
5.003
4.948
4.908
4.983
4.946
4.929
5.001
4.946
4.983
5.013
4.973
5.023
5.033
5.033
5.108
5.073
5.048
5.143
5.151
5.081
5.201
5.220
5.213
5.241
5.304
5.241
5.273
5.351
5.268
5.361
5.333
5.271
5.320
5.334
5.271
5.332
5.366
5.306
5.346
5.351
5.309
5.331
5.376
5.300
5.341
5.406
5.326
5.371
5.389
5.330
5.387
5.357
5.358
5.369
5.390
5.369
5.364
5.417
5.344
FINISHED ELV.
DIFFERENCE FILL AREA CH L/S - C/L FILL AREA CH C/L - R/STOTAL TOTAL CUT AREA CH L/S - C/L C1 C1 C1 C2 C2 C2 AREA VOLUME C1 C1 C1
CUT AREA C/L - R/S C2 C2 C2
TOTAL TOTAL AREA VOLUME
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
4.963
5.038
4.963
(0.165)
(0.135)
(0.150)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.56)
0.00
0.00
(0.53)
0.00
0.00
(1.10)
0.00
4.991
5.066
4.991
(0.092)
(0.077)
(0.117)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.32)
0.00
0.00
(0.36)
0.00
0.00
(0.68)
0.00
5.018
5.093
5.018
(0.039)
(0.039)
(0.050)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.15)
0.00
0.00
(0.17)
0.00
0.00
(0.31)
0.00
5.046
5.121
5.046
(0.047)
0.008
(0.012)
0.00
0.00
0.00
0.00
0.01
0.00
0.01
0.04
0.00
(0.08)
0.00
0.00
0.00
(0.01)
(0.09)
0.00
5.073
5.148
5.073
0.055
0.055
0.017
0.21
0.00
0.00
0.14
0.00
0.00
0.34
1.71
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.100
5.175
5.100
0.061
0.064
0.044
0.23
0.00
0.00
0.20
0.00
0.00
0.44
2.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.128
5.203
5.128
0.035
0.080
0.045
0.22
0.00
0.00
0.23
0.00
0.00
0.45
2.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.156
5.231
5.156
0.023
0.088
0.013
0.21
0.00
0.00
0.19
0.00
0.00
0.40
1.99
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.183
5.258
5.183
(0.035)
0.075
0.025
0.00
0.00
0.10
0.19
0.00
0.00
0.28
1.42
0.00
(0.02)
0.00
0.00
0.00
0.00
(0.02)
0.00
5.210
5.285
5.210
(0.043)
0.024
0.019
0.00
0.00
0.02
0.08
0.00
0.00
0.10
0.48
0.00
(0.05)
0.00
0.00
0.00
0.00
(0.05)
0.00
5.236
5.311
5.236
(0.075)
(0.019)
(0.087)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.18)
0.00
0.00
(0.20)
0.00
0.00
(0.38)
0.00
5.261
5.336
5.261
(0.090)
(0.078)
(0.090)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.31)
0.00
0.00
(0.31)
0.00
0.00
(0.63)
0.00
5.285
5.360
5.285
(0.098)
(0.101)
(0.093)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.37)
0.00
0.00
(0.36)
0.00
0.00
(0.74)
0.00
5.308
5.383
5.308
(0.163)
(0.060)
(0.073)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.42)
0.00
0.00
(0.25)
0.00
0.00
(0.67)
0.00
5.330
5.405
5.330
(0.100)
(0.039)
(0.051)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.26)
0.00
0.00
(0.17)
0.00
0.00
(0.43)
0.00
5.351
5.426
5.351
(0.091)
(0.050)
(0.065)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.26)
0.00
0.00
(0.22)
0.00
0.00
(0.48)
0.00
5.371
5.446
5.371
(0.085)
(0.015)
(0.048)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.19)
0.00
0.00
(0.12)
0.00
0.00
(0.31)
0.00
5.390
5.465
5.390
(0.051)
(0.021)
(0.020)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.14)
0.00
0.00
(0.08)
0.00
0.00
(0.21)
0.00
5.409
5.484
5.409
(0.042)
(0.032)
(0.027)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.14)
0.00
0.00
(0.11)
0.00
0.00
(0.25)
0.00
5.427
5.502
5.427
(0.054)
0.003
(0.013)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
(0.10)
0.00
0.00
0.00
(0.02)
(0.12)
0.00
5.444
5.519
5.444
(0.053)
0.052
(0.024)
0.00
0.00
0.05
0.00
0.07
0.00
0.11
0.57
0.00
(0.05)
0.00
0.00
0.00
(0.01)
(0.06)
0.00
5.455
5.530
5.455
(0.024)
0.030
(0.024)
0.00
0.00
0.03
0.00
0.03
0.00
0.06
0.31
0.00
(0.02)
0.00
0.00
0.00
(0.02)
(0.04)
0.00
5.465
5.540
5.465
(0.009)
0.013
0.011
0.00
0.00
0.01
0.04
0.00
0.00
0.06
0.30
0.00
(0.01)
0.00
0.00
0.00
0.00
(0.01)
0.00
230.0
10
3.75
3.75
240.0
10
3.75
3.75
250.0
10
3.75
3.75
260.0
10
3.75
3.75
270.0
10
3.75
3.75
280.0 290.0 300.0 310.0 320.0 330.0 340.0 350.0 360.0 370.0 380.0 386.0
10 10 10 10 10 10 10 10 10 10 10 6
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
5.372
5.442
5.375
5.389
5.449
5.380
5.398
5.443
5.374
5.432
5.490
5.426
5.427
5.419
5.387
5.427
5.409
5.357
5.419
5.382
5.344
5.412
5.349
5.313
5.366
5.388
5.362
5.381
5.410
5.391
5.427
5.458
5.397
5.490
5.499
5.407
5.592
5.589
5.504
5.688
5.638
5.568
5.709
5.744
5.658
5.770
5.792
5.704
5.804
5.704
5.842
5.485
5.560
5.485
0.003
0.008
(0.000)
0.02
0.00
0.00
0.00
0.01
0.00
0.04
0.18
0.00
0.00
0.00
0.00
0.00
(0.00)
(0.00)
0.00
5.465
5.540
5.465
(0.034)
(0.019)
(0.025)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.10)
0.00
0.00
(0.08)
0.00
0.00
(0.18)
0.00
5.443
5.518
5.443
(0.065)
(0.035)
(0.041)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.19)
0.00
0.00
(0.14)
0.00
0.00
(0.33)
0.00
5.422
5.497
5.422
(0.120)
(0.103)
(0.114)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.42)
0.00
0.00
(0.41)
0.00
0.00
(0.83)
0.00
5.403
5.478
5.403
(0.134)
(0.051)
(0.094)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.35)
0.00
0.00
(0.27)
0.00
0.00
(0.62)
0.00
5.392
5.467
5.392
(0.145)
(0.052)
(0.075)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.37)
0.00
0.00
(0.24)
0.00
0.00
(0.61)
0.00
5.386
5.461
5.386
(0.143)
(0.031)
(0.068)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.33)
0.00
0.00
(0.19)
0.00
0.00
(0.51)
0.00
5.388
5.463
5.388
(0.134)
0.004
(0.035)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.24)
0.00
0.00
0.00
(0.06)
(0.30)
0.00
5.396
5.471
5.396
(0.080)
(0.027)
(0.076)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.20)
0.00
0.00
(0.19)
0.00
0.00
(0.39)
0.00
5.411
5.486
5.411
(0.080)
(0.034)
(0.090)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.21)
0.00
0.00
(0.23)
0.00
0.00
(0.45)
0.00
5.432
5.507
5.432
(0.105)
(0.061)
(0.075)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.31)
0.00
0.00
(0.26)
0.00
0.00
(0.57)
0.00
5.460
5.535
5.460
(0.140)
(0.074)
(0.057)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.40)
0.00
0.00
(0.25)
0.00
0.00
(0.65)
0.00
5.510
5.585
5.510
(0.192)
(0.114)
(0.104)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.57)
0.00
0.00
(0.41)
0.00
0.00
(0.98)
0.00
5.560
5.635
5.560
(0.238)
(0.113)
(0.118)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.66)
0.00
0.00
(0.43)
0.00
0.00
(1.09)
0.00
5.610
5.685
5.610
(0.209)
(0.169)
(0.158)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.71)
0.00
0.00
(0.61)
0.00
0.00
(1.32)
0.00
5.661
5.736
5.661
(0.219)
(0.166)
(0.153)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.72)
0.00
0.00
(0.60)
0.00
0.00
(1.32)
0.00
5.711
5.786
5.711
(0.241)
(0.128)
(0.103)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.69)
0.00
0.00
(0.43)
0.00
0.00
(1.13)
0.00
TOTAL FILLING 11.44 = M3
TOTAL CUT =
Slip Road Salmaniyah to Sh Isa CHG. IN M.
ROAD WIDTH GROUND ELV. DIST. L TO CC TO R IN M. IN M. IN M. LEFT CENT. RIGHT
FINISHED ELV.
DIFFERENCE
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/STOTAL TOTAL CUT AREA CH L/S - C/L C1 C1 C1 C2 C2 C2 AREA VOLUME C1 C1 C1
CUT AREA C/L - R/S C2 C2 C2
TOTAL TOTAL AREA VOLUME
30.0
0
1.99
1.99
3.000
2.995
2.990
3.134
3.074
3.014
0.024
(0.031)
(0.086)
0.00
0.01
0.00
0.00
0.00
0.00
0.01
0.00
0.00
0.00
(0.02)
(0.12)
0.00
0.00
(0.13)
0.00
40.0
10
3.04
3.04
3.080
3.071
3.011
3.189
3.129
3.069
(0.001)
(0.052)
(0.052)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
(0.08)
0.00
0.00
(0.16)
0.00
0.00
(0.24)
(1.86)
50.0
10
3.49
3.49
3.015
3.030
3.045
3.247
3.185
3.124
0.187
0.045
(0.031)
0.40
0.00
0.00
0.00
0.05
0.00
0.45
2.25
0.00
0.00
0.00
0.00
0.00
(0.02)
(0.02)
(1.30)
51.0
1
3.94
3.94
2.950
2.955
2.960
3.254
3.218
3.165
3.144
0.153
0.095
6.49
0.00
0.00
0.49
0.00
0.00
6.97
3.71
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.01)
TOTAL FILLING
=6.02 M3
TOTAL CUT =
(3.18)
Slip Road Sh Isa to Salmaniyah CHG. IN M.
ROAD WIDTH GROUND ELV. DIST. L TO CC TO R IN M. IN M. IN M. LEFT CENT. RIGHT
FINISHED ELV.
DIFFERENCE
LEFT
CENT.
RIGHT
LEFT
CENT.
RIGHT
FILL AREA CH L/S - C/L FILL AREA CH C/L - R/STOTAL TOTAL CUT AREA CH L/S - C/L C1 C1 C1 C2 C2 C2 AREA VOLUME C1 C1 C1
CUT AREA C/L - R/S C2 C2 C2
TOTAL TOTAL AREA VOLUME
30.0
0
2.98
2.98
3.139
3.070
2.930
3.197
3.132
3.068
(0.052)
(0.048)
0.028
0.00
0.00
0.00
0.00
0.00
0.02
0.02
0.00
(0.15)
0.00
0.00
0.00
(0.05)
0.00
(0.19)
0.00
40.0
10
3.04
3.04
2.950
2.945
2.940
3.180
3.118
3.057
0.120
0.063
0.007
0.28
0.00
0.00
0.11
0.00
0.00
0.38
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(0.97)
48.2
8.2
3.04
3.04
3.000
2.985
2.970
3.168
3.105
3.043
3.058
0.010
(0.037)
4.66
0.00
0.00
0.00
0.00
0.00
4.67
20.71
0.00
0.00
0.00
0.00
0.00
(0.04)
(0.04)
(0.18)
TOTAL FILLING
=22.71 M3
TOTAL CUT =
(1.15)
M3
M3
M3
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