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NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 3)
SKETSA.
BADAN 1
Luas
=
3.60 x
3.0
= 3.240 x
3.5
= 0.30 x 0.15 x
8.0
= 0.360 x
3.5
Volume 30
300
30
300
30
360
3
Luas Volume
30 50
360
0.30 x
=
3.240
=
0.36
380
300
410
TOTAL VOLUME BADAN
100
70
70 30
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI l
=
3m
t
=
3m
h
=
0.3 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
30
TUMIT : Volume =
0.40 x
0.7 x
6.90 x
2.00
=
3.864
1.80 x
3.90 x
4.00 x
0.30
=
8.42
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
30
20
380
WING WALL :
100
70
30
300
Volume =
KERB : Luas
=
2
Panjang = 14.10 x
2
Volume
28.2
=
3.81
360
70
30
300
380
30
80
50
30
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 6.90 Volume = 0.69 x 3.50
=
0.69
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 6.90 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 3 1 VOLUME BETON K350
=
41.30
m3
2 VOLUME BETON K125
=
2.97
m3
3 BERAT BESI POLOS
=
2958.9
kg
(d< 12)
4 BERAT BESI ULIR
=
2822.4
kg
(d>12)
TOTAL BERAT BESI
5781.3
5781
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
11.34
m3
=
1.26
m3
=
12.60
m3
=
12.60
m3
=
12.60
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
25.20
m3
7.200
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.864
m3
m3
8.42
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.81
m3
16.10
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.42
m3
m2
TOTAL
=
0.55
m3
=
2.97
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 300)
(d< 12) (d>12) 6342 tabel
560.70
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 2,5)
SKETSA.
BADAN 1
Luas
=
3.10 x
3.0
= 2.790 x
3.5
= 0.30 x 0.15 x
8.0
= 0.360 x
3.5
Volume 310
30
300
30
300
30
0.30 x
=
2.790
=
0.36
310
Luas Volume
330
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 100
70
70 30
250
360
30 50
3
2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI l
=
3m
t
=
2.5 m
h
=
0.3 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT : 30
Volume =
0.40 x
0.7 x
6.90 x
2.00
=
3.864
1.55 x
3.40 x
4.00 x
0.30
=
6.32
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
30
20
100
70
30
250
330
WING WALL : Volume =
KERB : Luas
=
2
Panjang = 13.10 x
2
Volume
26.2
=
3.54
310
70
30
250
330
30
80
50
30
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 6.90 Volume = 0.69 x 3.50
=
0.69
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 6.90 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 2 1 VOLUME BETON K350
=
37.35
m3
2 VOLUME BETON K125
=
2.97
m3
3 BERAT BESI POLOS
=
2583
kg
(d< 12)
4 BERAT BESI ULIR
=
2646
kg
(d>12)
TOTAL BERAT BESI
5229
5229
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
9.77
m3
=
1.26
m3
=
11.03
m3
=
12.60
m3
=
12.60
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
23.63
m3
6.750
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.864
m3
m3
6.32
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.54
m3
13.73
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.42
m3
m2
TOTAL
=
0.55
m3
=
2.97
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 250)
(d< 12) (d>12) 5197 tabel
-32.00
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 2)
SKETSA.
BADAN 1
Luas
=
2.60 x
3.0
= 2.340 x
3.5
= 0.30 x 0.15 x
8.0
= 0.360 x
3.5
Volume 260
30
300
30
300
30
0.30 x
=
2.340
=
0.36
260
280
200 70 30
Luas Volume
100
310 70
30 50
3
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI l
=
3m
t
=
2m
h
=
0.3 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT : 0.40 x
0.7 x
6.90 x
2.00
=
3.864
1.30 x
2.90 x
4.00 x
0.30
=
4.52
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
30
Volume =
30
20
WING WALL : 200
230
Volume =
100
70
30
KERB : Luas
=
2
Panjang = 12.10 x
2
Volume
24.2
=
3.27
260
70
30
200
280
30
80
50
30
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 6.90 Volume = 0.69 x 3.50
=
0.69
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 6.90 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 2 1 VOLUME BETON K350
=
33.71
m3
2 VOLUME BETON K125
=
2.97
m3
3 BERAT BESI POLOS
=
2249.1
kg
(d< 12)
4 BERAT BESI ULIR
=
2469.6
kg
(d>12)
TOTAL BERAT BESI
4718.7
4719
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
8.19
m3
=
1.26
m3
=
9.45
m3
=
12.60
m3
=
12.60
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
22.05
m3
6.300
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.864
m3
m3
4.52
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.27
m3
11.66
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.42
m3
m2
TOTAL
=
0.55
m3
=
2.97
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 200)
(d< 12) (d>12) 4636 tabel
-82.70
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 1,5)
SKETSA.
BADAN 1 30
300
30
300
30
210
Luas
=
2.10 x
3.0
= 1.890 x
3.5
= 0.30 x 0.15 x
8.0
= 0.360 x
3.5
Volume 3
30 50
210
Luas
=
1.890
=
0.36
230
150
260
Volume
0.30 x
100
70
70 30
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI l
=
3m
t
=
1.5 m
h
=
0.3 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT :
20
0.40 x
0.7 x
6.90 x
2.00
=
3.864
1.05 x
2.40 x
4.00 x
0.30
=
3.02
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
30
30
Volume =
100
70
30
150
260
WING WALL : Volume =
KERB : Luas
=
2
Panjang = 11.10 x
2
Volume
22.2
=
3.00
210
70
30
150
230
30
80
50
30
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 6.90 Volume = 0.69 x 3.50
=
0.69
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 6.90 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 1 1 VOLUME BETON K350
=
30.36
m3
2 VOLUME BETON K125
=
2.97
m3
3 BERAT BESI POLOS
=
1957.2
kg
(d< 12)
4 BERAT BESI ULIR
=
2293.2
kg
(d>12)
TOTAL BERAT BESI
4250.4
4250
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
6.62
m3
=
1.26
m3
=
7.88
m3
=
12.60
m3
=
12.60
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
20.48
m3
5.850
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.864
m3
m3
3.02
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.00
m3
9.89
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.42
m3
m2
TOTAL
=
0.55
m3
=
2.97
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300 X 150)
(d< 12) (d>12) 4354 tabel
103.60
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2,5 X 3)
SKETSA.
BADAN 356
28
250
28
250
28
1
356
Luas
=
3.56 x
3.0
= 2.990 x
3.5
= 0.28 x 0.14 x
8.0
= 0.314 x
3.5
3
Luas
378
Volume
=
2.990
=
0.3136
TOTAL VOLUME BADAN 100
72
72 28
300
406
28 50
Volume
0.28 x
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.28 x
2.50 x
4.0
= 2.800 x
3.5
=
2.800
TOTAL VOLUME PLAT LANTAI l
=
2.5 m
t
=
3m
h
=
0.28 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT : 30
Volume =
0.40 x
0.72 x
5.84 x
2.00
=
3.364
1.78 x
3.84 x
4.00 x
0.30
=
8.20
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
28
20
378
WING WALL :
100
72
28
300
Volume =
KERB : Luas
=
2
Panjang = 12.96 x
2
Volume
25.92
=
3.50
356
72
28
300
378
28
78
50
28
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 5.84 Volume = 0.58 x 3.50
=
0.58
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 5.84 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 3 1 VOLUME BETON K350
=
36.43
m3
2 VOLUME BETON K125
=
2.51
m3
3 BERAT BESI POLOS
=
2707
kg
(d< 12)
4 BERAT BESI ULIR
=
2393
kg
(d>12)
TOTAL BERAT BESI
5100
5100
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
10.47
m3
=
1.10
m3
=
11.56
m3
=
9.80
m3
=
9.80
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
21.36
m3
6.104
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.364
m3
m3
8.20
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.50
m3
15.07
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.04
m3
m2
TOTAL
=
0.47
m3
=
2.51
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 300)
(d< 12) (d>12) 4590 tabel
-510.10
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2,5 X 2,5)
SKETSA.
BADAN 26
250
26
250
26
1
302
3
=
3.02 x
3.0
= 2.356 x
3.5
Luas
= 0.26 x 0.13 x
8.0
= 0.270 x
3.5
Volume
326
250
352
Luas Volume
26 50
302
0.26 x
=
2.356
=
0.2704
100
74
74 26
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.50 x
4.0
= 2.600 x
3.5
=
2.600
TOTAL VOLUME PLAT LANTAI l
=
2.5 m
t
=
2.5 m
h
=
0.26 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT : 30
Volume =
0.40 x
0.74 x
5.78 x
2.00
=
3.422
1.51 x
3.28 x
4.00 x
0.30
=
5.94
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
26
20
326
WING WALL :
100
74
26
250
Volume =
KERB : Luas
=
2
Panjang = 11.82 x
2
Volume
23.64
=
3.19
302
74
26
250
326
26
76
50
26
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 5.78 Volume = 0.58 x 3.50
=
0.58
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 5.78 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 2 1 VOLUME BETON K350
=
30.85
m3
2 VOLUME BETON K125
=
2.49
m3
3 BERAT BESI POLOS
=
2270
kg
(d< 12)
4 BERAT BESI ULIR
=
2049
kg
(d>12)
TOTAL BERAT BESI
4319
4319
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
8.24
m3
=
0.95
m3
=
9.19
m3
=
9.10
m3
=
9.10
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
18.29
m3
5.226
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.422
m3
m3
5.94
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.19
m3
12.56
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.02
m3
m2
TOTAL
=
0.46
m3
=
2.49
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 250)
(d< 12) (d>12) 5692 tabel
1373.35
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2,5 X 2)
SKETSA.
BADAN 26
250
26
250
26
1
252
=
3
Luas
2.52 x
3.0
= 1.966 x
3.5
= 0.26 x 0.13 x
8.0
= 0.270 x
3.5
276
Volume
0.26 x
=
1.966
=
0.2704
TOTAL VOLUME BADAN 100
74 26
200
302 74
Luas Volume
26 50
252
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.50 x
4.0
= 2.600 x
3.5
=
2.600
TOTAL VOLUME PLAT LANTAI l
=
2.5 m
t
=
2m
h
=
0.26 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert)
10 20
30
TUMIT : Volume =
0.40 x
0.74 x
5.78 x
2.00
=
3.42
1.26 x
2.78 x
4.00 x
0.30
=
4.20
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
26
20
200
276
WING WALL :
100
74
26
Volume =
KERB : Luas
=
2
Panjang = 10.82 x
2
Volume
21.64
=
2.92
252
74
26
200
276
26
76
50
26
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 5.78 Volume = 0.58 x 3.50
=
0.58
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 5.78 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 2 1 VOLUME BETON K350
=
27.47
m3
2 VOLUME BETON K125
=
2.49
m3
3 BERAT BESI POLOS
=
1950
kg
(d< 12)
4 BERAT BESI ULIR
=
1896
kg
(d>12)
TOTAL BERAT BESI
3846
3846
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
6.88
m3
=
0.95
m3
=
7.83
m3
=
9.10
m3
=
9.10
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
16.93
m3
4.836
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.42
m3
m3
4.20
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
2.92
m3
10.55
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.02
m3
m2
TOTAL
=
0.46
m3
=
2.49
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 200)
(d< 12) (d>12) 4436 tabel
589.85
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2,5 X 1,5)
SKETSA.
BADAN 202
26
250
26
250
26
1
202
Luas
=
2.02 x
3.0
= 1.576 x
3.5
= 0.26 x 0.13 x
8.0
= 0.270 x
3.5
3
Luas
226
Volume
=
1.576
=
0.2704
TOTAL VOLUME BADAN 100
74
74 26
150
252
26 50
Volume
0.26 x
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.50 x
4.0
= 2.600 x
3.5
=
2.600
TOTAL VOLUME PLAT LANTAI l
=
2.5 m
t
=
1.5 m
h
=
0.26 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert)
10 20
30
TUMIT : Volume =
26
20
0.8 x
5.78 x
2.00
=
3.699
1.01 x
2.28 x
4.00 x
0.30
=
2.76
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
226
0.40 x
150
WING WALL :
100
74
26
Volume =
KERB : Luas
=
2
Panjang =
9.82 x
2
Volume
19.64
=
2.65
202
74
26
150
226
26
76
50
26
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 5.78 Volume = 0.58 x 3.50
=
0.58
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 5.78 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 1 1 VOLUME BETON K350
=
24.67
m3
2 VOLUME BETON K125
=
2.49
m3
3 BERAT BESI POLOS
=
1712
kg
(d< 12)
4 BERAT BESI ULIR
=
1743
kg
(d>12)
TOTAL BERAT BESI
3454
3454
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
5.51
m3
=
0.95
m3
=
6.46
m3
=
9.10
m3
=
9.10
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
15.56
m3
4.446
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.699
m3
m3
2.76
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
2.65
m3
9.11
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
2.02
m3
m2
TOTAL
=
0.46
m3
=
2.49
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250 X 150)
(d< 12) (d>12) 3312 tabel
-142.49
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 3)
SKETSA.
BADAN 352
26
200
26
200
26
352
1
Luas
=
3.52 x
3.0
= 2.746 x
3.5
= 0.26 x 0.13 x
8.0
= 0.270 x
3.5
3
Luas
376
Volume
=
2.746
=
0.2704
TOTAL VOLUME BADAN
100
74
74 26
300
402
26 50
Volume
0.26 x
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.00 x
4.0
= 2.080 x
3.5
=
2.080
TOTAL VOLUME PLAT LANTAI l
=
2m
t
=
3m
h
=
0.26 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
30
TUMIT : Volume =
0.40 x
0.74 x
4.78 x
2.00
=
2.830
1.76 x
3.78 x
4.00 x
0.30
=
7.98
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
26
20
402
WING WALL :
100
74
26
300
Volume =
KERB : Luas
=
2
Panjang = 11.82 x
2
Volume
23.64
=
3.19
352
74
26
300
376
26
76
50
26
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 4.78 Volume = 0.48 x 3.50
=
0.48
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 4.78 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 3 1 VOLUME BETON K350
=
31.84
m3
2 VOLUME BETON K125
=
2.06
m3
3 BERAT BESI POLOS
=
2460
kg
(d< 12)
4 BERAT BESI ULIR
=
1998
kg
(d>12)
TOTAL BERAT BESI
4458
4458
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
9.61
m3
=
0.95
m3
=
10.56
m3
=
7.28
m3
=
7.28
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
17.84
m3
5.096
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
2.830
m3
m3
7.98
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
3.19
m3
14.00
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
1.67
m3
m2
TOTAL
=
0.38
m3
=
2.06
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 300)
(d< 12) (d>12) 4696 tabel
238.33
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 2,5)
SKETSA.
BADAN 1 25
200
25
200
25
300
Luas
=
3.00 x
3.0
= 2.250 x
3.5
= 0.25 x 0.13 x
8.0
= 0.250 x
3.5
Volume 3
25 50
300
Luas
=
2.250
=
0.25
325
250
350
Volume
0.25 x
100
75
75 25
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.25 x
2.00 x
4.0
= 2.000 x
3.5
=
2.000
TOTAL VOLUME PLAT LANTAI l
=
2m
t
=
2.5 m
h
=
0.25 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT : 30
Volume =
0.40 x
0.75 x
4.75 x
2.00
=
2.850
1.50 x
3.25 x
4.00 x
0.30
=
5.85
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
25
20
Volume =
KERB : 100
75
25
250
325
WING WALL :
Luas
=
2
Panjang = 10.75 x Volume
300
=
21.5
=
2.9025
75
25
250
325
25
75
50
25
2
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 4.75 Volume = 0.48 x 3.50
=
0.48
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 4.75 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 2 1 VOLUME BETON K350
=
27.35
m3
2 VOLUME BETON K125
=
2.04
m3
3 BERAT BESI POLOS
=
2065
kg
(d< 12)
4 BERAT BESI ULIR
=
1764
kg
(d>12)
TOTAL BERAT BESI
3829
3829
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
7.88
m3
=
0.88
m3
=
8.75
m3
=
7.00
m3
=
7.00
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
15.75
m3
4.500
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
2.850
m3
m3
5.85
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
2.9025
m3
11.60
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
1.66
m3
m2
TOTAL
=
0.38
m3
=
2.04
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 250)
(d< 12) (d>12) 4788 tabel
958.65
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 2)
SKETSA.
BADAN 1 24
200
24
200
24
248
Luas
=
2.48 x
3.0
= 1.786 x
3.5
= 0.24 x 0.12 x
8.0
= 0.230 x
3.5
Volume 3
24 50
248
Luas
=
1.786
=
0.2304
274
200
298
Volume
0.24 x
100
76
76 24
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.24 x
2.00 x
4.0
= 1.920 x
3.5
=
1.920
TOTAL VOLUME PLAT LANTAI l
=
2m
t
=
2m
h
=
0.24 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
30
TUMIT : Volume =
0.40 x
0.76 x
4.72 x
2.00
=
2.870
1.24 x
2.72 x
4.00 x
0.30
=
4.05
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
24
20
274
WING WALL :
100
76
24
200
Volume =
KERB : Luas
=
2
Panjang =
9.68 x
2
Volume
19.36
=
2.61
248
76
24
200
274
24
74
50
24
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 4.72 Volume = 0.47 x 3.50
=
0.47
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 4.72 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 2 1 VOLUME BETO K350 =
23.31
m3
2 VOLUME BETO K125 =
2.03
m3
3 BERAT BESI POLOS
=
1720
kg
(d< 12)
4 BERAT BESI ULIR
=
1543
kg
(d>12)
TOTAL BERAT BESI
3263
3263
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
6.25
m3
=
0.81
m3
=
7.06
m3
=
6.72
m3
=
6.72
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
13.78
m3
3.936
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
2.870
m3
m3
4.05
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
2.61
m3
9.53
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
1.65
m3
m2
TOTAL
=
0.38
m3
=
2.03
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 200)
(d< 12) (d>12) 3533 tabel
270.06
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 1,5)
SKETSA.
BADAN 198
24
200
24
200
24
1
198
Luas
=
1.98 x
3.0
= 1.426 x
3.5
= 0.24 x 0.12 x
8.0
= 0.230 x
3.5
3
Luas
224
Volume
=
1.426
=
0.2304
TOTAL VOLUME BADAN 100
76
76 24
150
248
24 50
Volume
0.24 x
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.24 x
2.00 x
4.0
= 1.920 x
3.5
=
1.920
TOTAL VOLUME PLAT LANTAI l
=
2m
t
=
1.5 m
h
=
0.24 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) 10 20
TUMIT : 30
Volume =
0.40 x
0.76 x
4.72 x
2.00
=
2.870
0.99 x
1.98 x
4.00 x
0.30
=
2.35
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
24
20
Volume =
KERB : 100
76
24
150
224
WING WALL :
Luas
=
2
Panjang =
8.68 x
2
Volume
17.36
=
2.34
198
100 24
150
224
24
74
50
24
=
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 4.72 Volume = 0.47 x 3.50
=
0.47
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 4.72 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 1 1 VOLUME BETON K350
=
20.08
m3
2 VOLUME BETON K125
=
2.03
m3
3 BERAT BESI POLOS
=
1410
kg
(d< 12)
4 BERAT BESI ULIR
=
1402
kg
(d>12)
TOTAL BERAT BESI
2811
2811
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
4.99
m3
=
0.81
m3
=
5.80
m3
=
6.72
m3
=
6.72
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
12.52
m3
3.576
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
2.870
m3
m3
2.35
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
2.34
m3
7.57
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
1.65
m3
m2
TOTAL
=
0.38
m3
=
2.03
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 150)
(d< 12) (d>12) 2997 tabel
185.58
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 1)
SKETSA.
BADAN 148
24
200
24
200
24
1
148
Luas
=
1.48 x
3.0
= 1.066 x
3.5
= 0.24 x 0.12 x
8.0
= 0.230 x
3.5
3
Luas
174
Volume
=
1.066
=
0.2304
TOTAL VOLUME BADAN 100
100
76 24
100
174
24 50
Volume
0.24 x
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.24 x
2.00 x
4.0
= 1.920 x
3.5
=
1.920
TOTAL VOLUME PLAT LANTAI l
=
2m
t
=
1m
h
=
0.24 m
=
3.5 m
lebar
Dimensi box culvert variabel
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert)
10 20
30
TUMIT : Volume =
24
20
0.8 x
4.72 x
2.00
=
3.021
0.74 x
1.72 x
4.00 x
0.30
=
1.53
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
174
0.40 x
100
WING WALL :
100
76
24
Volume =
KERB : Luas
=
2
Panjang =
2
Volume
148
=
15.36
=
2.07
100 24
100
174
24
74
50
24
7.68 x
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 4.72 Volume = 0.47 x 3.50
=
0.47
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 4.72 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 1 1 VOLUME BETON K350
=
17.88
m3
2 VOLUME BETON K125
=
2.03
m3
3 BERAT BESI POLOS
=
1242
kg
(d< 12)
4 BERAT BESI ULIR
=
1261
kg
(d>12)
TOTAL BERAT BESI
2503
2503
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
3.73
m3
=
0.81
m3
=
4.54
m3
=
6.72
m3
=
6.72
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
11.26
m3
3.216
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
3.021
m3
m3
1.53
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
2.07
m3
6.62
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
1.65
m3
m2
TOTAL
=
0.38
m3
=
2.03
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200 X 100)
(d< 12) (d>12) 3065 tabel
562.11
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (1,5 X 1)
SKETSA.
BADAN 1
Luas
=
1.40 x
3.0
= 0.840 x
3.5
= 0.20 x 0.10 x
8.0
= 0.160 x
3.5
Volume 3
Luas Volume
0.20 x
=
0.840
=
0.16
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.20 x
1.50 x
4.0
= 1.200 x
3.5
=
1.200
TOTAL VOLUME PLAT LANTAI l
=
1.5 m
t
=
1m
h
=
0.2 m
=
3.5 m
lebar
Dimensi box culvert
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box per m
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. TUMIT, WING WALL, KERB (Sayap box culvert) TUMIT : Volume =
0.40 x
0.8 x
3.60 x
2.00
=
2.304
0.70 x
1.60 x
4.00 x
0.30
=
1.34
0.30 x
0.20 +
0.30 +
0.20 x
0.30 =
0.14
WING WALL : Volume =
KERB : Luas
=
2
Panjang =
6.40 x
2
Volume
=
12.8
=
1.728
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA. 1
VOLUME BETON K-125 (LANTAI KERJA) Luas = 0.10 x 3.60 Volume = 0.36 x 3.50
=
0.36
2
Luas = Volume
0.10 x =
0.40 0.04 x
= 3.60 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(150 X 1 1 VOLUME BETON K350
=
13.08
m3
2 VOLUME BETON K125
=
1.55
m3
3 BERAT BESI POLOS
=
968.24
kg
(d< 12)
4 BERAT BESI ULIR
=
862.4
kg
(d>12)
TOTAL BERAT BESI
1831
1831
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
VOLUME
m3
m2 =
2.94
m3
=
0.56
m3
=
3.50
m3
=
4.20
m3
=
4.20
m3
m2
TOTAL VOLUME BADAN
m2
TOTAL VOLUME PLAT LANTAI
TOTAL VOLUME BADAN + PLAT LANTAI
=
Volume box per meter' =
7.70
m3
2.200
PERHITUNGAN VOLUME PEKERJAAN BETON K - 350
PERHITUNGAN VOLUME
VOLUME
m3
m3
2.304
m3
m3
1.34
m3
m2
m
m3
=
TOTAL VOLUME SAYAP
1.728
m3
5.38
m3
PERHITUNGAN VOLUME PEKERJAAN BETON K - 125
VOLUME
m3
m2 =
1.26
m3
m2
TOTAL
=
0.29
m3
=
1.55
m3
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(150 X 100)
(d< 12) (d>12) 2587 tabel
756.36
