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A A
H
H5+0,3 25 cm
H6+0,3
5.6. Perhitungan Volume Pekerjaan Dinding Penahan
Gambar 5.10 Sket Volume Pasangan Batu pada Dinding Penahan 5.6.1 Galian
Pondasi Ruas Kiri : STA 1+100 sd STA 1+150
STA 1+100
H = 0,256 m
m H
351 ,
3 ,
5 256
, 3
, 5
1 H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
m H
343 ,
3 ,
6 256
, 3
, 6
1 H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
Luas galian pondasi = 0,351x 0,343
= 0,120
m
2
commit to user
STA 1+150
H = 0,148 m
m H
330 ,
3 ,
5 148
, 3
, 5
H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
m H
325 ,
3 ,
6 148
, 3
, 6
H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
Luas galian pondasi = 0,330 x 0,325
= 0,107
m
2
m 5,675
50 2
0,107 0,120
3
= ×
⎟ ⎠
⎞ ⎜
⎝ ⎛
+ =
Volume
Perhitungan selanjutnya terlampir pada tabel 5.2 di bawah ini : Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan
STA Jarak KIRI KANAN
H H5+0.3 H6+0.3 Luas Volume
H H5+0.3 H6+0.3 Luas Volume
0+150 -
- -
- 1.075
0.515 0.479
0.247 50
- 18.387
0+200 2.996
0.899 0.799
0.719 2.182
0.736 0.664
0.489 50
46.367 33.265
0+250 4.189
1.138 0.998
1.136 3.378
0.976 0.863
0.842 9.455
9.789 7.337
0+259,455 3.648
1.030 0.908
0.935 2.968
0.894 0.795
0.710 16.146
11.592 9.796
0+275,601 2.230
0.746 0.672
0.501 2.239
0.748 0.673
0.503 16.146
5.990 6.252
0+291,747 1.042
0.508 0.474
0.241 1.206
0.541 0.501
0.271 56.108
10.346 12.672
0+347,855 0.315
0.363 0.352
0.128 0.683
0.437 0.414
0.181 56.108
- 11.026
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Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan
0+403,963 -
- -
- 0.879
0.476 0.446
0.212 -
- -
0+913,617 -
- -
- 0.544
0.409 0.391
0.160 8.4
- 1.805
0+922,017 0.241
0.348 0.340 0.118 1.201 0.540 0.500 0.270
26.628 4.892
12.510 0+948,645
1.087 0.517 0.481 0.249
2.834 0.867 0.772 0.669 64.495
40.853 76.534
1+013,140 3.878
1.076 0.946 1.018 5.501 1.400 1.217 1.704
26.628 26.505
38.087 1+039,768
3.754 1.051 0.926 0.973
4.243 1.149 1.007 1.157 8.4
7.612 8.846
1+048,168 3.371
0.974 0.862 0.840 3.689 1.038 0.915 0.949
8.4 6.792
7.443 1+056,568
3.182 0.936 0.830 0.778
3.321 0.964 0.853 0.823 43.432
19.497 21.841
1+100 0.256
0.351 0.343 0.120 0.697 0.439 0.416 0.183
50 5.675
- 1+150
0.148 0.330
0.325 0.107
- -
- -
50 5.271
- 1+200
0.122 0.324
0.320 0.104
- -
- -
50 5.368
- 1+250
0.180 0.336
0.330 0.111
- -
- -
50 8.746
- 1+300
1.032 0.506 0.472 0.239
0.918 0.484 0.453 0.219 50
18.404 16.051
1+350 2.215
0.743 0.669 0.497 1.916 0.683 0.619 0.423
50 17.060
13.343 1+400
0.712 0.442 0.419 0.185
0.178 0.336 0.330 0.111 -
- -
1+668,065 0.901
0.480 0.450 0.216 1.352 0.570 0.525 0.300
88.483 30.026
34.860 1+756,548
2.078 0.716 0.646 0.463
2.180 0.736 0.663 0.488 24.192
10.176 11.693
1+780,740 1.724
0.645 0.587 0.379 2.141 0.728 0.657 0.478
8.4 3.105
4.063 1+789,140
1.643 0.629 0.574 0.361
2.184 0.737 0.664 0.489 8.4
2.901 4.300
1+797,540 1.500
0.600 0.550 0.330 2.358 0.772 0.693 0.535
2.46 0.738
1.235 1+800
1.198 0.540 0.500 0.270
2.107 0.721 0.651 0.470
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Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan
50 12.886
22.002 1+850
1.070 0.514
0.478 0.246
1.862 0.672
0.610 0.410
50 -
14.128 1+900
- -
- -
0.509 0.402
0.385 0.155
50 -
6.988 1+950
- -
- -
0.291 0.358
0.348 0.125
50 -
7.783 2+000
- -
- -
0.720 0.444
0.420 0.186
50 -
26.064 2+050
3.057 0.911
0.810 0.738
3.420 0.984
0.870 0.856
50 22.195
29.632 2+100
0.477 0.395
0.379 0.150
1.496 0.599
0.549 0.329
15.992 3.122
5.700 2+115,992
1.040 0.508
0.473 0.240
1.746 0.649
0.591 0.384
8.4 2.239
3.570 2+124,392
1.318 0.564
0.520 0.293
2.093 0.719
0.649 0.466
8.4 2.799
4.364 2+132,792
1.702 0.640
0.584 0.374
2.498 0.800
0.716 0.573
24.192 9.059
14.544 2+156,984
1.708 0.642
0.585 0.375
2.699 0.840
0.750 0.630
85.889 44.390
70.180 2+242,873
2.797 0.859
0.766 0.658
3.842 1.068
0.940 1.005
24.192 14.134
18.016 2+267,065
2.264 0.753
0.677 0.510
2.167 0.733
0.661 0.485
8.4 3.401
3.127 2+275,465
1.352 0.570
0.525 0.300
1.145 0.529
0.491 0.260
8.4 2.048
1.091 2+283,865
0.730 0.446
0.422 0.188
- -
- -
- -
2+643,731 1.128
0.526 0.488
0.257 0.460
0.392 0.377
0.148 29.19
11.765 5.102
2+672,921 2.413
0.783 0.702
0.550 0.816
0.463 0.436
0.202 8.4
4.655 1.718
2+681,321 2.448
0.790 0.708
0.559 0.847
0.469 0.441
0.207 8.4
5.343 1.721
2+689,721 2.978
0.896 0.796
0.713 0.821
0.464 0.437
0.203 10.279
7.775 2.321
2+700 3.250
0.950 0.842
0.800 1.087
0.517 0.481
0.249 50
23.888 15.727
2+750 0.518
0.404 0.386
0.156 1.731
0.646 0.588
0.380 50
14.458 29.970
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Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan
2+800 1.913
0.683 0.619
0.422 3.308
0.962 0.851
0.819 50
21.259 39.885
2+850 1.936
0.687 0.623
0.428 3.180
0.936 0.830
0.777 37.138
13.854 24.357
2+887,138 1.443
0.589 0.541
0.318 2.359
0.772 0.693
0.535 8.4
2.435 3.595
2+895,538 1.155
0.531 0.493
0.262 1.457
0.591 0.543
0.321 8.4
1.703 2.229
2+903,938 0.434
0.387 0.372
0.144 0.862
0.472 0.444
0.210 26.628
- 5.537
2+930,566 -
- -
- 0.842
0.468 0.440
0.206 -
- -
3+150 -
- -
- 2.058
0.712 0.643
0.458 50
- 34.572
3+200 -
- -
- 3.621
1.024 0.903
0.925 50
- -
3+250 1.475
0.595 0.546
0.325 -
- -
- 7.6
2.208 -
3+257,600 1.127
0.525 0.488
0.256 -
- -
- 8.4
1.745 -
3+266,000 0.541
0.408 0.390
0.159 -
- -
- 98.655
22.032 -
3+364,655 1.290
0.558 0.515
0.287 -
- -
- 33.474
11.736 -
3+398,129 1.877
0.675 0.613
0.414 -
- -
- 8.4
3.614 -
3+406,529 2.013
0.703 0.636
0.447 -
- -
- 8.4
3.904 -
3+414,929 2.160
0.732 0.660
0.483 -
- -
- 35.071
13.465 -
3+450 1.277
0.555 0.513
0.285 -
- -
- 50
10.948 -
3+500 0.498
0.400 0.383
0.153 -
- -
- 50
14.254 -
3+550 1.891
0.678 0.615
0.417 -
- -
- 50
47.231 -
3+600 4.997
1.299 1.133
1.472 1.993
0.699 0.632
0.442 50
- 17.251
3+950 -
- -
- 1.084
0.517 0.481
0.248 50
- 10.625
4+000 -
- -
- 0.656
0.431 0.409
0.177
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Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan
50 -
26.689 4+050
2.769 0.854
0.761 0.650
3.522 1.004
0.887 0.891
50 50.231
65.890 4+100
4.737 1.247
1.090 1.359
5.586 1.417
1.231 1.745
50 53.740
70.221 4+150
3.222 0.944
0.837 0.790
4.003 1.101
0.967 1.064
50 38.488
57.569 4+200
3.093 0.919
0.816 0.749
4.447 1.189
1.041 1.238
50 36.855
66.417 4+250
3.016 0.903
0.803 0.725
4.874 1.275
1.112 1.418
50 46.622
103.361 4+300
4.200 1.140
1.000 1.140
7.378 1.776
1.530 2.716
50 -
74.942 4+350
- -
- -
1.259 0.552
0.510 0.281
50 -
24.306 4+400
1.544 0.609
0.557 0.339
2.905 0.881
0.784 0.691
50 -
22.760 4+450
- -
- -
0.921 0.484
0.454 0.220
Jumlah 878.189 Jumlah
1285.301
Volume total dinding penahan = 878,189 + 1285,301
= 2163,490
m
3
5.6.2 Pasangan Batu untuk Dinding Penahan Ruas Kiri : STA 0+200 sd STA 0+250
Sta 0+200
Lebar atas = 0,25 m
H = 2,996 m
m H
899 ,
3 ,
5 996
, 2
3 ,
5 1
H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
commit to user
m H
799 ,
3 ,
6 996
, 2
3 ,
6 1
H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
Luas pasangan batu = 799
, 899
, 996
, 2
2 799
, 25
, ×
+ ⎭
⎬ ⎫
⎩ ⎨
⎧ ×
⎟ ⎠
⎞ ⎜
⎝ ⎛
+
= 2,291 m
2
Sta 0+250
Lebar atas = 0,25 m H
= 4,189 m
m H
138 ,
1 3
, 5
189 ,
4 3
, 5
H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
m H
998 ,
3 ,
6 189
, 4
3 ,
6 H
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
= +
⎟ ⎠
⎞ ⎜
⎝ ⎛
=
Luas pasangan batu =
998 ,
138 ,
1 189
, 4
2 998
, 25
, ×
+ ⎭
⎬ ⎫
⎩ ⎨
⎧ ×
⎟ ⎠
⎞ ⎜
⎝ ⎛
+
= 3,751
m
2
Volume =
50 2
751 ,
3 291
, 2
× ⎟
⎠ ⎞
⎜ ⎝
⎛ +
= 151,050
m³ Perhitungan selanjutnya terlampir pada tabel 5.3 di bawah ini :
commit to user
Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan
STA Jarak KIRI KANAN
H H5+0.3 H6+0.3 Luas
Volume H
H5+0.3 H6+0.3 Luas Volume 0+150
- -
- -
1.075 0.515
0.479 0.639
50 -
53.105 0+200
2.996 0.899
0.799 2.291
2.182 0.736
0.664 1.485
50 151.050
105.176 0+250
4.189 1.138
0.998 3.751
3.378 0.976
0.863 2.722
9.455 32.135
23.551 0+259,455
3.648 1.030
0.908 3.047
2.968 0.894
0.795 2.260
16.146 36.941
30.653 0+275,601
2.230 0.746
0.672 1.529
2.239 0.748
0.673 1.537
16.146 17.333
18.250 0+291,747
1.042 0.508
0.474 0.618
1.206 0.541
0.501 0.724
56.108 23.588
31.729 0+347,855
0.315 0.363
0.352 0.223
0.683 0.437
0.414 0.407
56.108 -
25.965 0+403,963
- -
- -
0.879 0.476
0.446 0.518
- -
- 0+913,617
- -
- -
0.544 0.409
0.391 0.334
8.4 -
4.429 0+922,017
0.241 0.348
0.340 0.190
1.201 0.540
0.500 0.721
26.628 11.129
37.795 0+948,645
1.087 0.517
0.481 0.646
2.834 0.867
0.772 2.118
64.495 128.473
253.358 1+013,140
3.878 1.076
0.946 3.338
5.501 1.400
1.217 5.739
26.628 86.777
127.313 1+039,768
3.754 1.051
0.926 3.180
4.243 1.149
1.007 3.824
8.4 24.754
29.070 1+048,168
3.371 0.974
0.862 2.714
3.689 1.038
0.915 3.098
8.4 21.883
24.162 1+056,568
3.182 0.936
0.830 2.496
3.321 0.964
0.853 2.655
43.432 58.466
66.670 1+100
0.256 0.351
0.343 0.196
0.697 0.439
0.416 0.415
50 8.633
- 1+150
0.148 0.330
0.325 0.149
- -
- -
50 7.198
- 1+200
0.122 0.324
0.320 0.139
- -
- -
50 7.538
- 1+250
0.180 0.336
0.330 0.163
- -
- -
50 19.362
- 1+300
1.032 0.506
0.472 0.612
0.918 0.484
0.453 0.542
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Sambungan Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan
50 53.162
44.930 1+350
2.215 0.743
0.669 1.515
1.916 0.683
0.619 1.256
50 48.460
35.451 1+400
0.712 0.442
0.419 0.423
0.178 0.336
0.330 0.162
- -
- 1+668,065
0.901 0.480
0.450 0.531
1.352 0.570
0.525 0.824
88.483 85.184
102.100 1+756,548
2.078 0.716
0.646 1.394
2.180 0.736
0.663 1.484
24.192 30.174
35.481 1+780,740
1.724 0.645
0.587 1.100
2.141 0.728
0.657 1.449
8.4 8.979
12.332 1+789,140
1.643 0.629
0.574 1.037
2.184 0.737
0.664 1.487
8.4 8.264
13.161 1+797,540
1.500 0.600
0.550 0.930
2.358 0.772
0.693 1.647
2.46 2.028
3.771 1+800
1.198 0.540
0.500 0.718
2.107 0.721
0.651 1.419
50 33.851
65.758 1+850
1.070 0.514
0.478 0.636
1.862 0.672
0.610 1.212
50 -
38.198 1+900
- -
- -
0.509 0.402
0.385 0.316
50 -
13.207 1+950
- -
- -
0.291 0.358
0.348 0.212
50 -
15.990 2+000
- -
- -
0.720 0.444
0.420 0.428
50 -
79.975 2+050
3.057 0.911
0.810 2.357
3.420 0.984
0.870 2.771
50 66.434
92.462 2+100
0.477 0.395
0.379 0.300
1.496 0.599
0.549 0.927
15.992 7.329
16.352 2+115,992
1.040 0.508
0.473 0.616
1.746 0.649
0.591 1.118
8.4 5.948
10.604 2+124,392
1.318 0.564
0.520 0.800
2.093 0.719
0.649 1.407
8.4 7.908
13.384 2+132,792
1.702 0.640
0.584 1.083
2.498 0.800
0.716 1.780
24.192 26.264
45.459 2+156,984
1.708 0.642
0.585 1.088
2.699 0.840
0.750 1.979
85.889 136.040
226.306 2+242,873
2.797 0.859
0.766 2.080
3.842 1.068
0.940 3.291
24.192 44.024
57.614 2+267,065
2.264 0.753
0.677 1.560
2.167 0.733
0.661 1.472
8.4 10.013
9.054
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Sambungan Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan
2+275,465 1.352
0.570 0.525
0.824 1.145
0.529 0.491
0.684 8.4
5.280 -
2+283,865 0.730
0.446 0.422
0.433 -
- -
- -
- -
2+643,731 1.128
0.526 0.488
0.673 0.460
0.392 0.377
0.292 29.19
34.609 11.290
2+672,921 2.413
0.783 0.702
1.698 0.816
0.463 0.436
0.482 8.4
14.404 4.122
2+681,321 2.448
0.790 0.708
1.731 0.847
0.469 0.441
0.500 8.4
16.809 4.135
2+689,721 2.978
0.896 0.796
2.271 0.821
0.464 0.437
0.485 10.279
24.900 5.812
2+700 3.250
0.950 0.842
2.574 1.087
0.517 0.481
0.646 50
72.356 43.795
2+750 0.518
0.404 0.386
0.320 1.731
0.646 0.588
1.106 50
39.353 93.645
2+800 1.913
0.683 0.619
1.254 3.308
0.962 0.851
2.640 50
63.156 128.347
2+850 1.936
0.687 0.623
1.273 3.180
0.936 0.830
2.494 37.138
40.133 76.895
2+887,138 1.443
0.589 0.541
0.889 2.359
0.772 0.693
1.647 8.4
6.632 10.693
2+895,538 1.155
0.531 0.493
0.690 1.457
0.591 0.543
0.899 8.4
4.072 5.912
2+903,938 0.434
0.387 0.372
0.279 0.862
0.472 0.444
0.509 26.628
- 13.388
2+930,566 -
- -
- 0.842
0.468 0.440
0.497 -
- -
3+150 -
- -
- 2.058
0.712 0.643
1.376 50
- 109.751
3+200 -
- -
- 3.621
1.024 0.903
3.014 50
- -
3+250 1.475
0.595 0.546
0.911 -
- -
- 7.6
6.016 -
3+257,600 1.127
0.525 0.488
0.672 -
- -
- 8.4
4.218 -
3+266,000 0.541
0.408 0.390
0.332 -
- -
- 98.655
54.916 -
3+364,655 1.290
0.558 0.515
0.781 -
- -
- 33.474
33.546 -
3+398,129 1.877
0.675 0.613
1.223 -
- -
-
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Sambungan Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan
8.4 10.758
- 3+406,529
2.013 0.703
0.636 1.338
- -
- -
8.4 11.775
- 3+414,929
2.160 0.732
0.660 1.466
- -
- -
35.071 39.238
- 3+450
1.277 0.555
0.513 0.772
- -
- -
50 27.067
- 3+500
0.498 0.400
0.383 0.311
- -
- -
50 38.638
- 3+550
1.891 0.678
0.615 1.235
- -
- -
50 154.057
- 3+600
4.997 1.299
1.133 4.927
1.993 0.699
0.632 1.321
50 -
49.129 3+950
- -
- -
1.084 0.517
0.481 0.645
50 -
25.936 4+000
- -
- -
0.656 0.431
0.409 0.393
50 -
82.162 4+050
2.769 0.854
0.761 2.050
3.522 1.004
0.887 2.894
50 164.558
219.366 4+100
4.737 1.247
1.090 4.532
5.586 1.417
1.231 5.881
50 176.841
234.524 4+150
3.222 0.944
0.837 2.541
4.003 1.101
0.967 3.500
50 123.458
190.242 4+200
3.093 0.919
0.816 2.397
4.447 1.189
1.041 4.110
50 117.743
221.208 4+250
3.016 0.903
0.803 2.313
4.874 1.275
1.112 4.739
50 151.929
350.513 4+300
4.200 1.140
1.000 3.764
7.378 1.776
1.530 9.282
50 -
251.045 4+350
- -
- -
1.259 0.552
0.510 0.760
50 -
73.820 4+400
1.544 0.609
0.557 0.962
2.905 0.881
0.784 2.193
50 -
68.410 4+450
- -
- -
0.921 0.484
0.454 0.544
Jumlah 2645.768 Jumlah
4039.827
Volume total pasangan batu dinding penahan = 2645,768 + 4039,827
= 6685,595 m
3
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5.6.3 Luas Plesteran
Gambar 5.11 Detail potongan A – A volume pasangan batu
Ruas kiri Luas
= 0,05+0,1+0,25 x Total Jarak = 0,40 x 1901,845
= 760,738
m
2
Ruas kanan
Luas = 0,05+0,1+0,25 x Total Jarak
= 0,40 x 2034,581 =
813,832 m
2
Luas total plesteran = 760,738 + 813,832 = 1574,570 m
2 10 cm
25 cm 5 cm
Pasangan batu Plesteran
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5.6.4 Luas Siaran
Ruas Kiri : STA 0+200 sd STA 0+250
Sta 0+200 H Sta 0+400 = 2,996 m
H – 0,3 = 2,996 – 0,3
= 2,696
m
Sta 0+250
H Sta 0+450 = 4,189 m H – 0,3
= 4,189 – 0,3 m =
3,889 m
Luas =
50 2
889 ,
3 696
, 2
× ⎟
⎠ ⎞
⎜ ⎝
⎛ +
= 164,625
m
2
Perhitungan selanjutnya terlampir pada tabel 5.4 di bawah ini : Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan
STA Jarak KIRI KANAN
H H - 0,3
Luas H
H - 0,3 Luas
0+150 -
- 1.075
0.775 50
- 66.425
0+200 2.996
2.696 2.182
1.882 50
164.640 123.993
0+250 4.189
3.889 3.378
3.078 9.455
34.214 27.162
0+259,455 3.648
3.348 2.968
2.668 16.146
42.610 37.190
0+275,601 2.230
1.930 2.239
1.939 16.146
21.576 22.965
0+291,747 1.042
0.742 1.206
0.906 56.108
21.240 36.145
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Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan
0+347,855 0.315
0.015 0.683
0.383 56.108
- 26.968
0+403,963 -
- 0.879
0.579 -
- -
0+913,617 -
- 0.544
0.244 8.4
- 4.808
0+922,017 0.241
-0.059 1.201
0.901 26.628
9.694 45.734
0+948,645 1.087
0.787 2.834
2.534 64.495
140.757 249.438
1+013,140 3.878
3.578 5.501
5.201 26.628
93.632 121.743
1+039,768 3.754
3.454 4.243
3.943 8.4
27.408 30.793
1+048,168 3.371
3.071 3.689
3.389 8.4
25.003 26.920
1+056,568 3.182
2.882 3.321
3.021 43.432
61.619 74.223
1+100 0.256
-0.045 0.697
0.397 50
-4.925 -
1+150 0.148
-0.153 -
- 50
-8.270 -
1+200 0.122
-0.178 -
- 50
-7.465 -
1+250 0.180
-0.120 -
- 50
15.290 -
1+300 1.032
0.732 0.918
0.618 50
66.168 55.833
1+350 2.215
1.915 1.916
1.616 50
58.178 37.350
1+400 0.712
0.412 0.178
-0.122 -
- -
1+668,065 0.901
0.601 1.352
1.052 88.483
105.246 129.729
1+756,548 2.078
1.778 2.180
1.880 24.192
38.735 45.015
1+780,740 1.724
1.424 2.141
1.841 8.4
11.621 15.644
1+789,140 1.643
1.343 2.184
1.884 8.4
10.681 16.556
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Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan
1+797,540 1.500
1.200 2.358
2.058 2.46
2.581 4.754
1+800 1.198
0.898 2.107
1.807 50
41.695 84.220
1+850 1.070
0.770 1.862
1.562 50
- 44.290
1+900 -
- 0.509
0.209 50
- 5.008
1+950 -
- 0.291
-0.009 50
- 10.275
2+000 -
- 0.720
0.420 50
- 88.503
2+050 3.057
2.757 3.420
3.120 50
73.348 107.905
2+100 0.477
0.177 1.496
1.196 15.992
7.329 21.126
2+115,992 1.040
0.740 1.746
1.446 8.4
7.380 13.604
2+124,392 1.318
1.018 2.093
1.793 8.4
10.161 16.763
2+132,792 1.702
1.402 2.498
2.198 24.192
33.992 55.599
2+156,984 1.708
1.408 2.699
2.399 85.889
167.715 255.112
2+242,873 2.797
2.497 3.842
3.542 24.192
53.965 65.422
2+267,065 2.264
1.964 2.167
1.867 8.4
12.670 11.390
2+275,465 1.352
1.052 1.145
0.845 8.4
6.224 -
2+283,865 0.730
0.430 -
- -
- -
2+643,731 1.128
0.828 0.460
0.160 29.19
42.930 9.865
2+672,921 2.413
2.113 0.816
0.516 8.4
17.895 4.463
2+681,321 2.448
2.148 0.847
0.547 8.4
20.266 4.485
2+689,721 2.978
2.678 0.821
0.521 10.279
28.925 6.721
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Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan
2+700 3.250
2.950 1.087
0.787 50
79.193 55.430
2+750 0.518
0.218 1.731
1.431 50
45.768 110.963
2+800 1.913
1.613 3.308
3.008 50
81.230 147.190
2+850 1.936
1.636 3.180
2.880 37.138
51.607 91.703
2+887,138 1.443
1.143 2.359
2.059 8.4
8.392 13.508
2+895,538 1.155
0.855 1.457
1.157 8.4
4.155 7.223
2+903,938 0.434
0.134 0.862
0.562 26.628
- 14.701
2+930,566 -
- 0.842
0.542 -
- -
3+150 -
- 2.058
1.758 50
- 126.970
3+200 -
- 3.621
3.321 50
- -
3+250 1.475
1.175 -
- 7.6
7.605 -
3+257,600 1.127
0.827 -
- 8.4
4.484 -
3+266,000 0.541
0.241 -
- 98.655
60.727 -
3+364,655 1.290
0.990 -
- 33.474
42.961 -
3+398,129 1.877
1.577 -
- 8.4
13.818 -
3+406,529 2.013
1.713 -
- 8.4
15.006 -
3+414,929 2.160
1.860 -
- 35.071
49.745 -
3+450 1.277
0.977 -
- 50
29.380 -
3+500 0.498
0.198 -
- 50
44.715 -
3+550 1.891
1.591 -
- 50
157.195 -
Bersambung ke halaman berikutnya
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Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan
3+600 4.997
4.697 1.993
1.693 50
- 61.928
3+950 -
- 1.084
0.784 50
- 28.510
4+000 -
- 0.656
0.356 50
- 89.463
4+050 2.769
2.469 3.522
3.222 50
172.648 212.710
4+100 4.737
4.437 5.586
5.286 50
183.980 224.713
4+150 3.222
2.922 4.003
3.703 50
142.870 196.245
4+200 3.093
2.793 4.447
4.147 50
137.735 218.043
4+250 3.016
2.716 4.874
4.574 50
165.398 291.318
4+300 4.200
3.900 7.378
7.078 50
- 200.943
4+350 -
- 1.259
0.959 50
- 89.108
4+400 1.544
1.244 2.905
2.605 50
- 80.648
4+450 0.921
0.621 Jumlah 2953.337
Jumlah 4265.451
Luas total siaran = 2953,337 + 4265,451
= 7218,788 m
2
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5.7. Perhitungan Marka Jalan