5.2.2. Penghitungan Volume Pekerjaan Drainase
1. Galian Saluran
Gambar 5.4 Sket Volume galian saluran
8 ,
2 9
, 5
, 1
I Luas
2 ,
3 ,
III Luas
2
96 ,
m
2
06 ,
m
4 ,
3 ,
2 II
Luas
2
24 ,
m
Luas Total = 0,96 + 0,24 + 0,06 = 1,26 m
2
V = [ Luas x P. jalan – P. jembatan total] x 2
3
09 ,
7840 2
50 15
, 3161
26 ,
1 m
1,5 m
0,9 m 0,8 m
0,2 m 0,2 m
III II
I
II 0,3 m 0,3 m 0,3 m
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2. Pasangan Batu Dengan Mortar
Gambar 5. 5 Sket volume pasangan batu
2 2
, 3
, 8
, 2
I uas
L =
0,4 m
2
4 ,
3 ,
2 II
uas L
=
0,24 m
2
2 ,
3 ,
III uas
L
= 0,06 m
2
06 ,
24 ,
4 ,
total uas
L
= 0,7 m
2
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Volume = 2 x luas x panjang Jalan – p. Jemb. total
= 2 x 0,7 x 3161,15
– 50 = 4355,61 m
3
3. Plesteran kepala drainase
Gambar 5.6 Detail Plesteran pada Drainase
Luas = p. plesteran × p. Jalan
– p. Jemb. total × 2 = 0,20 + 0,1 + 0,05 × 3161,15
– 50 × 2 = 2177,80 m
2
4. Siaran
h’ =
= 85,440 cm = 0,854 m Luas
= Luas daerah siaran × p.jalan – p.jembatan × 2
= × 3161,15
– 50 × 2 = 11249,91 m
2 10 cm
5 cm
Pasangan batu 20 cm
Plesteran
10 cm 10 cm
30 cm 30 cm
h = 80 cm h’
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5.2.3. Penghitungan Volume Pekerjaan Dinding Penahan
5.7 Sket volume pasangan batu pada dinding penahan 1. Galian Pondasi
a. Ruas Kiri Sta 1+300 sd 1+350
Sta 1+300 H Sta 1+300
= 1,276 m H5+0,3
= 0,555 m H6+0,3
= 0,513 m Luas galian pondasi = 0,555 x 0,513 = 0,285 m
2
Sta 1+350 H Sta 1+350
= 1,475 m H5+0,3
= 0,595 m H6+0,3
= 0,546 m Luas galian pondasi = 0,595 x 0,546 = 0,325 m
2
Volume 1+300 sd 1+350 =
50 2
0,325 0,285
= 15,25 m³
H
H5+0,3 25 cm
H6+0,3
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a. Ruas Kanan Sta 1+300 sd 1+350
Sta 1+300 H Sta 1+300 = 1,001 m
H5+0,3 = 0,500 m
H6+0,3 = 0,467 m
Luas galian pondasi = 0,500 x 0,467 = 0,234 m
2
Sta 1+350 H Sta 1+350
= 1,244 m H5+0,3
= 0,549 m H6+0,3
= 0,507 m Luas galian pondasi = 0,549 x 0,507 = 0,278 m
2
Volume Sta 1+300 sd 1+350 =
50 2
0,278 0,234
= 12,80 m
3
Perhitungan selanjutnya dapat dilihat pada tabel di bawah ini : perpustakaan.uns.ac.id
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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+050 0.642
0.428 0.407
0.174 0.207
0.341 0.335
0.114 50
8.033 5.397
0+100 0.455
0.391 0.376
0.147 0.103
0.321 0.317
0.102 50
6.883 4.792
0+150 0.318
0.364 0.353
0.128 0.300
0.300 0.090
50 42.064
4.786 0+200
5.180 1.336
1.163 1.554
0.101 0.320
0.317 0.101
50 41.447
4.786 0+250
0.120 0.324
0.320 0.104
0.300 0.300
0.090 50
5.472 0+300
0.215 0.343
0.336 0.115
1.236 0.547
0.506 0.277
50 5.463
0+350 0.117
0.323 0.320
0.103 50
5.166 0+400
0.117 0.323
0.320 0.103
50 16.974
0+450 0.116
0.323 0.319
0.103 164.37
14.802 0+614,37
0.214 0.343
0.336 0.115
0.300 0.300
0.090 135.63
3.911 3.272
0+750 0.776
0.455 0.429
0.195 0.612
0.422 0.402
0.170 25.19
3.875 3.223
775,19 0.229
0.346 0.338
0.117 0.300
0.300 0.090
24.81 0.513
0.472 0+800
2.162 0.732
0.660 0.484
2.075 0.715
0.646 0.462
1.71 14.897
13.784 0+801,71
2.810 0.862
0.768 0.662
2.590 0.818
0.732 0.599
26 16.651
16.300 0+827,22
3.250 0.950
0.842 0.800
3.350 0.970
0.858 0.833
22.78 4.629
4.561 0+850
3.931 1.086
0.955 1.038
3.767 1.053
0.928 0.977
5.04 47.227
45.119 0+855,04
4.000 1.100
0.967 1.063
3.910 1.082
0.952 1.030
44.96 5.675
53.362 0+900
4.384 1.177
1.031 1.213
4.109 1.122
0.985 1.105
50 53.924
47.308 0+950
3.674 1.035
0.912 0.944
3.213 0.943
0.836 0.788
50 26.746
21.939 1+000
0.298 0.360
0.350 0.126
0.300 0.300
0.090 50
6.392 4.500
1+050 0.330
0.366 0.355
0.130 0.300
0.300 0.090
50 7.114
5.368 1+150
0.509 0.402
0.385 0.155
0.290 0.358
0.348 0.125
50 8.414
6.694 1+200
0.691 0.438
0.415 0.182
0.427 0.385
0.371 0.143
50 7.863
5.826 1+250
0.350 0.370
0.358 0.133
0.300 0.300
0.090
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50 10.430
8.088 1+300
1.276 0.555
0.513 0.285
1.001 0.500
0.467 0.234
50 9.881
8.301 1+350
1.475 0.595
0.546 0.325
1.244 0.549
0.507 0.278
50 0.000
1+400 0.409
0.382 0.368
0.141 0.210
0.342 0.335
0.115 32.43
0.000 1+500
0.717 0.443
0.420 0.186
0.542 0.408
0.390 0.159
16.43 5.110
2.049 1+516,43
1.970 0.694
0.628 0.436
0.300 0.300
0.090 33.57
10.945 4.691
1+550 0.900
0.480 0.450
0.216 0.739
0.448 0.423
0.189 53.43
17.484 7.467
1+553,43 1.980
0.696 0.630
0.438 0.300
0.300 0.090
55.99 15.913
5.039 1+600
0.330 0.366
0.355 0.130
0.300 0.300
0.090 50
5.811 4.500
1+800 0.110
0.322 0.318
0.103 0.300
0.300 0.090
50 5.467
4.500 1+950
0.223 0.345
0.337 0.116
0.300 0.300
0.090 50
6.875 5.535
2+000 0.538
0.408 0.390
0.159 0.341
0.368 0.357
0.131 50
7.189 5.936
2+050 0.321
0.364 0.354
0.129 0.140
0.328 0.323
0.106 50
5.834 4.901
2+600 0.128
0.326 0.321
0.105 0.300
0.300 0.090
50 6.045
5.007 2+650
0.384 0.377
0.364 0.137
0.175 0.335
0.329 0.110
50 6.101
5.007 2+700
0.147 0.329
0.325 0.107
0.300 0.300
0.090 50
8.283 7.440
2+750 0.949
0.490 0.458
0.224 0.850
0.470 0.442
0.208 50
5.610 10.822
2+800 1.065
0.954 0.491
0.459 0.225
50 10.897
2+850 1.001
0.868 0.474
0.445 0.211
50 5.545
9.947 2+900
0.934 0.487
0.456 0.222
0.725 0.445
0.421 0.187
50 9.966
8.377 2+950
0.658 0.432
0.410 0.177
0.461 0.392
0.377 0.148
50 9.082
7.891 3+000
0.720 0.444
0.420 0.186
0.599 0.420
0.400 0.168
50 7.767
6.759 3+050
0.286 0.357
0.348 0.124
0.110 0.322
0.318 0.103
50 5.822
2.563 3+100
0.162 0.332
0.327 0.109
TOTAL 13.942
519.296 TOTAL 10.656
387.203
Sambungan tabel 5.2 perpustakaan.uns.ac.id
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Volume galian dinding penahan Kiri = 519,296 m³
Volume galian dinding penahan Kanan = 387,203 m³
Volume Total galian dinding penahan = 519,296 + 387,203
= 906,499 m³
2. Pasangan Batu untuk Dinding Penahan a. Ruas Kiri
Sta 1+300 sd 1+350 Sta 1+300
Lebar atas = 0,25 m
H Sta 1+300 = 1,276m
H5+0,3 = 0,555 m
H6+0,3 = 0,513 m
Luas pasangan batu = 0,513
0,555 276
, 1
2 0,513
25 ,
= 0,771 m
2
Sta 1+350 Lebar atas
= 0,25 m H Sta 1+350
= 1,475 m H5+0,3
= 0,595 m H6+0,3
= 0,546 m Luas pasangan batu =
0,546 0,595
475 ,
1 2
0,546 25
,
= 0,912 m
2
Volume =
50 2
912 ,
0,771
= 40,575 m³ perpustakaan.uns.ac.id
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a. Ruas Kanan Sta Sta 1+300 sd 1+350
Sta 1+300 Lebar atas
= 0,25 m H Sta 1+300 = 1,001 m
H5+0,3 = 0,500 m
H6+0,3 = 0,467 m
Luas pasangan batu = 0,467
500 ,
001 ,
1 2
0,467 25
, = 0,592 m
2
Sta 1+350 Lebar atas
= 0,25 m H Sta 1+350
= 1,244 m H5+0,3
= 0,549 m H6+0,3
= 0,507 m Luas pasangan batu =
507 ,
549 ,
244 ,
1 2
507 ,
25 ,
= 0,749 m
2
Volume =
50 2
749 ,
0,592
= 33,525 m
3
Perhitungan selanjutnya dapat dilihat pada tabel 5.3 perpustakaan.uns.ac.id
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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+050 0.642
0.428 0.407
0.385 0.207
0.341 0.335
0.175 50
16.865 7.640
0+100 0.455
0.391 0.376
0.289 0.103
0.321 0.317
0.131 50
12.839 5.522
0+150 0.318
0.364 0.353
0.224 0.300
0.300 0.090
50 135.974
5.502 0+200
5.180 1.336
1.163 5.215
0.101 0.320
0.317 0.130
50 133.816
5.502 0+250
0.120 0.324
0.320 0.138
0.300 0.300
0.090 50
7.901 0+300
0.215 0.343
0.336 0.178
1.236 0.547
0.506 0.744
50 7.870
0+350 0.117
0.323 0.320
0.137 50
6.832 0+400
0.117 0.323
0.320 0.137
50 6.822
0+450 0.116
0.323 0.319
0.136 164.37
25.803 7.397
0+614,37 0.214
0.343 0.336
0.178 0.300
0.300 0.090
135.63 43.181
31.149 0+750
0.776 0.455
0.429 0.459
0.612 0.422
0.402 0.369
25.19 8.102
5.785 775,19
0.229 0.346
0.338 0.184
0.300 0.300
0.090 24.81
20.493 1.116
0+800 2.162
0.732 0.660
1.468 2.075
1.71 3.044
0+801,71 2.810
0.862 0.768
2.093 2.590
26 60.666
0+827,22 3.250
0.950 0.842
2.574 3.350
22.78 68.110
36.400 0+850
3.931 1.086
0.955 3.406
3.767 1.053
0.928 3.196
5.04 17.395
0+855,04 4.000
1.100 0.967
3.497 3.910
44.96 168.977
0+900 4.384
1.177 1.031
4.020 4.109
50 177.485
0+950 3.674
1.035 0.912
3.079 3.213
50 82.359
1+000 0.298
0.360 0.350
0.215 0.300
0.300 0.090
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50 11.121
4.500 1+050
0.330 0.366
0.355 0.230
0.300 0.300
0.090 50
13.649 7.537
1+150 0.509
0.402 0.385
0.316 0.290
0.358 0.348
0.211 50
1+200 0.691
0.438 0.415
0.412 0.427
0.385 0.371
0.276 50
16.270 9.142
1+250 0.350
0.370 0.358
0.239 0.300
0.300 0.090
50 25.256
17.057 1+300
1.276 0.555
0.513 0.771
1.001 0.500
0.467 0.592
50 42.073
33.544 1+350
1.475 0.595
0.546 0.912
1.244 0.549
0.507 0.749
50 29.467
23.137 1+400
0.409 0.382
0.368 0.267
0.210 0.342
0.335 0.176
32.43 11.237
8.252 1+500
0.717 0.443
0.420 0.426
0.542 0.408
0.390 0.333
16.43 14.189
3.474 1+516,43
1.970 0.694
0.628 1.301
0.300 0.300
0.090 33.57
8.866 1+550
0.900 0.739
0.448 0.423
0.438 53.43
14.112 1+553,43
1.980 0.300
0.300 0.090
55.99 5.039
1+600 0.330
0.300 0.300
0.090 0.000
1+800 0.110
0.322 0.318
0.134 0.300
0.300 0.090
50 7.885
4.500 1+950
0.223 0.345
0.337 0.182
0.300 0.300
0.090 50
12.814 8.121
2+000 0.538
0.408 0.390
0.331 0.341
0.368 0.357
0.235 50
13.913 9.526
2+050 0.321
0.364 0.354
0.226 0.140
0.328 0.323
0.146 50
9.170 5.905
2+600 0.128
0.326 0.321
0.141 0.300
0.300 0.090
50 9.906
6.274 2+650
0.384 0.377
0.364 0.255
0.175 0.335
0.329 0.161
50 10.104
6.274 2+700
0.147 0.329
0.325 0.149
0.300 0.300
0.090 50
17.739 14.789
2+750 0.949
0.490 0.458
0.560 0.850
0.470 0.442
0.502 50
29.820 26.625
2+800 1.065
0.513 0.478
0.632 0.954
0.491 0.459
0.563 50
30.616 14.087
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2+850 1.001
0.500 0.467
0.592 0.868
50 28.591
10.761 2+900
0.934 0.487
0.456 0.551
0.725 0.445
0.421 0.430
50 23.630
18.068 2+950
0.658 0.432
0.410 0.394
0.461 0.392
0.377 0.292
50 20.538
16.369 3+000
0.720 0.444
0.420 0.428
0.599 0.420
0.400 0.362
50 15.933
12.406 3+050
0.286 0.357
0.348 0.210
0.110 0.322
0.318 0.134
50 9.127
5.594 3+100
0.162 0.332
0.327 0.155
0.300 0.300
0.090
TOTAL 37.826 1407.583
TOTAL 11.697 399.972
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25 cm 30 cm
10 cm H - 0,3
Volume pasangan batu pada dinding penahan kiri = 1407,583 m
3
Volume pasangan batu pada dinding penahan kanan = 399,972 m
3
Volume Total pasangan batu pada dinding penahan = 1407,583 + 399,972
= 1807,555 m
3
3. Plesteran
Gambar 5.8 Detail plesteran pada Dinding Penahan
Ruas kiri Luas = 0,1+0,3+0,25x p.dinding penahan kiri
= 0,1+0,3+0,25 x 50+50+50+50+50+50+50+50+164,37+135,63+25,19+ 24,81+1,71+26+22,78+5,04+44,96+50+50+50+50+50+50+50+50+50+32,
43+16,43+33,57+53,43+55,99+50+50+50+50+ 50+50+50+50+50+50+50+50+50+50+50
= 0,65 x 2242,34 = 1457,521 m
2
Ruas kanan Luas = 0,1+0,3+0,25x p.dinding penahan kanan
= 0,1+0,3+0,25x 50+50+50+50+25,19+1,71+26+22,78+5,04+44,96+50+50+
50+50+50+32,43+16,43+54,43+50+50+50+50+50+50+50+50+50+ 50
= 0,65 x 1178,97 = 766,330 m
2
Luas total 1457,521 + 766,330 perpustakaan.uns.ac.id
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H’ 30 cm
55 H
= 2.223,851 m
5. Siaran Contoh hitungan siaran pada sta 1+050 s.d 1+100
Gambar 5.9 Sket Luas siaran Talud
Ruas kiri Sta 1+300 sd 1+350
Sta 1+300 H
= 1,276 m H
’ = 1,276× tan 55
– 0,3 = 1,522 m
Sta 1+350 H
= 1,475 m H
’ = 1,475× tan 55
– 0,3 = 1,806 m
Luas =
50 2
806 ,
1 522
, 1
= 83,20 m
2
Ruas kanan perpustakaan.uns.ac.id
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Sta 1+050 sd 1+100 Sta 1+300
H = 1,000 m
H ’
= 1,000× tan 55 – 0,3
= 1,128 m Sta 1+350
H = 1,244 m
H ’
= 1,244× tan 55 – 0,3
= 1,476 m Luas
= 50
2 476
, 1
128 ,
1
= 65,10 m
2
Perhitungan selanjutnya dapat dilihat pada tabel 5.4 perpustakaan.uns.ac.id
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Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan.
STA Jarak
KIRI KANAN
H H
H - 0,3 Luas
H
H
H - 0,3 Luas
0+050 0.642 0.917
0.617 0.207 0.296 -0.004
50 24.163
-3.933 0+100
0.455 0.650 0.350
0.103 0.147 -0.153 50
12.596 -3.823
0+150 0.318 0.454
0.154 50
181.279 -3.894
0+200 5.180 7.397
7.097 0.101 0.144 -0.156
50 174.210
-3.894 0+250
0.120 0.171 -0.129 0+300
0.215 0.307 0.007
1.236 1.765 1.465
0+350 0.117 0.167 -0.133
50 0+400
0.117 0.167 -0.133
50 0+450
0.116 0.166 -0.134 164.4
0+614,37 0.214 0.306
0.006 135.6
55.182 38.921
0+750 0.776 1.108
0.808 0.612 0.874
0.574 25.19
10.519 7.229
775,19 0.229 0.327
0.027 24.81
34.912 33.036
0+800 2.162 3.087
2.787 2.075 2.963
2.663 1.71
5.558 5.183
0+801,71 2.810 4.013
3.713 2.590 3.699
3.399 0+827,22
3.250 4.641 4.341
3.350 4.784 4.484
22.78 109.964
108.923 0+850
3.931 5.613 5.313
3.767 5.379 5.079
5.04 27.028
0+855,04 4.000 5.712
5.412 3.910 5.583
5.283 44.96
255.650 0+900
4.384 6.260 5.960
4.109 5.868 5.568
50 272.671
0+950 3.674 5.246
4.946 3.213 4.588
4.288 50
126.800 1+000
0.298 0.426 0.126
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50 7.420
1+050 0.330 0.471
0.171 50
14.952 2.853
1+150 0.509 0.727
0.427 0.290 0.414
0.114 1+200
0.691 0.987 0.687
0.427 50
22.164 1+250
0.350 0.500 0.200
50 43.048
28.236 1+300
1.276 1.822 1.522
1.001 1.429 1.129
50 83.211
65.147 1+350
1.475 2.106 1.806
1.244 1.776 1.476
50 52.259
36.911 1+400
0.409 0.584 0.284
0.210 32.43
16.344 7.686
1+500 0.717 1.024
0.724 0.542 0.774
0.474 16.43
26.592 3.894
1+516,43 1.970 2.813
2.513 33.57
12.678 1+550
0.900 1.285 0.985
0.739 1.055 0.755
53.43 20.178
1+553,43 1.980 2.827
2.527 55.99
1+600 0.330 0.471
0.171 1+800
0.110 0.157 -0.143 50
-3.112 1+950
0.223 0.318 0.018
50 12.168
4.674 2+000
0.538 0.768 0.468
0.341 0.487 0.187
8.77 2.748
0.381 2+050
0.321 0.458 0.158
0.140 0.200 -0.100 50
1.029 -2.502
2+600 0.128 0.183 -0.117
50 3.278
-1.253 2+650
0.384 0.548 0.248
0.175 0.250 -0.050 50
3.957 -1.253
2+700 0.147 0.210 -0.090
50 24.127
22.845 2+750
0.949 1.355 1.055
0.850 1.214 0.914
50 56.900
49.403 2+800
1.065 1.521 1.221
0.954 1.362 1.062
50 58.756
Sambungan tabel 5.4 Perhitungan Luas Siaran Pada Dinding Penahan
Bersambung ke halaman berikutnya… perpustakaan.uns.ac.id
commit to user
2+850 1.001 1.429
1.129 0.868 1.240
0.940 2+900
0.934 1.334 1.034
0.725 1.035 0.735
50 41.834
27.340 2+600
0.658 0.940 0.640
0.461 0.658 0.358
50 34.195
22.842 3+000
0.720 1.028 0.728
0.599 0.855 0.555
50 20.914
10.311 3+050
0.286 0.408 0.108
0.110 0.157 -0.143 50
0.994 -3.573
3+100 0.162 0.231 -0.069
TOTAL 1814.309
TOTAL 484.544
Luas Kiri = 1814,309 m
2
Luas Kanan = 484,544 m
2
Luas Total = 1814,309 + 484,544
= 2298,853 m
2
5.2.4. Penghitungan Volume Pekerjaan Perkerasan
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