Tugas Smjl - Metode Pci
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TUGAS SMJL ANALISIS KERUSAKAN JALAN METODE PCI Prepared by: Widya Handayani D4 TPJJ RPL 2012 CONTOH SOAL Distress Types 1 Alligator Crack 10 L Longitudinal Crack 10 T Transversal Crack 11 Patching 13 Potholes 19 Weathering & Ravelling Severity Data Existing Distress Type 1 11 10T 13 Severity 10.6 x 1.8 19.08 H 1.7 x 2.5 4.25 M 0.5 x 1 0.5 L 0.1 x 0.1 0.01 L 0.75 x 1.4 1.05 H 2.3 x 1.4 3.22 L 1.1 x 0.6 0.66 M 0.6 x 0.8 0.48 M 1.2 x 2.8 3.36 L 2.2 x 2.4 5.28 M 1.83 x 4.5 8.235 H 0.4 x 1.4 0.56 L 0.3 x 1 0.3 L 0.9 x 1.1 0.99 M 0.3 x 0.2 0.06 M 1.2 x 2.8 3.36 L 0.9 x 1.1 0.99 M 0.6 x 1.7 1.02 M L 7.02 3.22 0.5 0.57 M 2.01 10.52 0.66 0.54 H 20.13 0 8.235 0 Luas per segment(m2) = 150 x 3.5 = 525 m2 Existing Distress Type 1 11 10T 13 L 1.34% 0.61% 0.10% 0.11% M 0.38% 2.00% 0.13% 0.10% H 3.83% 0.00% 1.57% 0.00% Deduct Value (DV) Total Severi ty Density (% )
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Transcript of Tugas Smjl - Metode Pci
TUGAS SMJL ANALISIS KERUSAKAN JALAN METODE PCI
Prepared by: Widya Handayani
D4 TPJJ RPL 2012
CONTOH SOAL
Distress Types
1 Alligator Crack
10 L Longitudinal Crack
10 T Transversal Crack
11 Patching
13 Potholes
19 Weathering & Ravelling
Severity Data
Existing Distress Type
1 11 10T 13 19 10L
Seve
rity
10.6 x 1.8 19.08 H 1.7 x 2.5 4.25 M 0.5 x 1 0.5 L 0.1 x 0.1 0.01 L
0.75 x 1.4 1.05 H 2.3 x 1.4 3.22 L 1.1 x 0.6 0.66 M 0.6 x 0.8 0.48 M
1.2 x 2.8 3.36 L 2.2 x 2.4 5.28 M 1.83 x 4.5 8.235 H 0.4 x 1.4 0.56 L
0.3 x 1 0.3 L 0.9 x 1.1 0.99 M 0.3 x 0.2 0.06 M
1.2 x 2.8 3.36 L
0.9 x 1.1 0.99 M
0.6 x 1.7 1.02 M
L 7.02 3.22 0.5 0.57
M 2.01 10.52 0.66 0.54
H 20.13 0 8.235 0
Luas per segment(m2) = 150 x 3.5 = 525 m2
Existing Distress Type1 11 10T 13 19 10L
Den
sity
(% ) L 1.34% 0.61% 0.10% 0.11% 0.00% 0.00%
M 0.38% 2.00% 0.13% 0.10% 0.00% 0.00%
H 3.83% 0.00% 1.57% 0.00% 0.00% 0.00%
Deduct Value (DV)
Tota
l Se
verit
y
Dari grafik didapat nilai Deduct Value sebagai berikut
Existing Distress Type1 11 10T 13 19 10L
L 13 2 0 21
M 14 13 0 34
H 48 0 23 0
Allowable Maximum Deduct Value (m)
Formula :
m = 1 + (9/98)*(100 – HDV)
HDV = 48 m = 5.78 = 5
Iterasi nilai qdata = 7status data : data sesuai nilai m koreksi = 10.082
DV 48 34 23 21 14 13 13 2ket OK OK OK OK OK OK OK NGNo Deduct Value TDV q CDV1 48 34 23 21 14 13 10.08 163 6 782 48 34 23 21 14 2 10.08 152 5 843 48 34 23 21 2 2 10.08 140 4 814 48 34 23 2 2 2 10.08 121 3 805 48 34 2 2 2 2 10.08 100 2 706 48 2 2 2 2 2 10.08 68.08 1 66
CDV (Corrected Deduct Value)
PCI Calculation
PCI = 100 - CDV Keterangan :PCI = 100 - 84 PCI KATEGORI PEMELIHARAANPCI = 16 80 - 100 SANGAT BAIK -
50 -79 BAIK PERMUKAANRating = SANGAT RUSAK 25 - 49 RUSAK PELAPISAN ULANG
Jenis Pemeliharaan = REKONSTRUKSI 0 - 24 SANGAT RUSAK REKONSTRUKSI
Ded
uct
Valu
e
I85
widya: karena m = 5, maka bilai dv tidak dipakai
J85
widya: karena dv <=2, dan m = 5, maka bilai dv tidak dipakai
TUGAS SMJL ANALISIS KERUSAKAN JALAN METODE PCI
CONTOH SOAL
Severity Data
Existing Distress Type
10L
Existing Distress Type10L
0.00%
0.00%
0.00%
Deduct Value (DV)
Existing Distress Type10L
Allowable Maximum Deduct Value (m)
Iterasi nilai q
CDV (Corrected Deduct Value)
PCI Calculation
