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LUAS VOLUMESTA 0+000 18.60
552 m3STA 0+030 18.20
543 m3STA 0+060 18.00
532.5 m3STA 0+090 17.50
507.5 m3STA 0+119 17.50
50.1 m3STA 0+122 15.90
2185.10 m3
POTONGAN SALURAN
La 3.5 2185.10 m3Lb 1.5 8.1 m3T 1.2 2177.00 m3
2.7 1830.438.1 1397.69
Volume ADD 3228.12Sisa Volume 1051.12 49.41796
Panjang 50.00 M
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STA 0+000
Luas Area 18.60
STA 0+030 552M3
Luas Area 18.20
(18.60+18.20) X 302
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STA 0+030
Luas Area 18.20
STA 0+060 543M3
Luas Area 18.00
(18.20+18.00) X 302
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STA 0+060
Luas Area 18.00
STA 0+090 532.5M3
Luas Area 17.50
(18.00+17.50) X 302
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STA 0+090
Luas Area 17.50
STA 0+119 507.5M3
Luas Area 17.50
(17.50+17.50) X 292
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STA 0+119
Luas Area 17.50
STA 0+122 50.1M3
Luas Area 15.90
Volume Reaslisasi 2185.10M3
(17.50+15.90) X 32
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Panjang 2.7 Mtr
Potongan Saluran STA 0+060 - STA 0+090
= 8.1 M3
Tot. Vol 2185.10Pot. Sal 8.1
Total Volume Realisasi 2177.00M3
(3.5+.1.5 X 1.2 X 2.72
Konsultan PengawasCV. Cicuba Consultant
AANDRYChief Inspector
Kontraktor PeLaksanaPT. MUDA JAYA GROUP
SAFRIZAL
PPTKDinas Pengairan Kab. Nagan Raya
MISTAR, STNip. 19750627 200803 1 001
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Kontraktor PeLaksanaPT. MUDA JAYA GROUP
SAFRIZAL
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