No Stasiun : 27
Tipe, Luas, dan kerusakan Jalan TIPE
11 10
1 8
7 13
L 2.083 L 0.67
L 0.391 L 0.8008
L 0.2001 L 0.4
M 0.836 L 0.48
L 2.83 M 3.828
M 0.2813 L 0.02 M 1.4652
M 1.92 M 0.17
M 1.2384 M 1.32
M 1.6704 M 1.12
M 0.236 M 2.218
M 0.56 M 2.251
M 0.58 M 5.7
M 0.3776 M 1.68
M 1.88 M 1.5642
M 1.76 M 3.25
M 1.55 M 6.12
L 2.083
1.15 3.221
0.8008 0.2001
0.42
M 7.9026
7.26 0.406
12.9844 2.5389
H
12.4842
Perhitungan PCI Tipe
kerusakan Kerusakan
Kualitas Density
Deduct value
11 L
0,34 M
1,31 12
10 L
0,19 M
1,21 10
1 L
0,53 13
M 0,067
8 L
0,133 M
2,16 19
7 L
0,033 M
0,42 14
H 2,08
36 13
L 0,07
20 Deduct value
Corrected deduct value Tipe kerusakan
1. Alligator Cracking 8. Joint Reflection
15. Rutting 2. Bleeding
9. LaneShoulder 16. Shoving 3. Block Cracking
10. LongitudinalTransverse 17. Slippage Cracking
4. Bumbs and Sags 11. Patching and Utility Cut
18. Swell 5. Corrugation
12. Polished Agregat 19. WeatheringRaveling
6. Depression 13. Pothole
7. Edge Cracking 14 Railroad Crossing
PCI = 100 – CDV
= 100- 62 = 38
K U
L A U L
A I S T
A
S
No Stasiun : 28
Tipe, Luas, dan kerusakan Jalan TIPE
10 1
11 3
13 7
8 9
L 1,29 L 0,476
M 5.168 L 1,209
M 0,64
M 2.184 M
2,661 M
0,551 M 0.54
L 0,654 M 1.99
M 1.67 M 1,82
M 0,342
M 0.39 L 3.096
M 0.563 M 0.98
L 1.86 M 0.41
M 2.08 L 5.06
L 0.823
L 1.29
1.1301 1.2096
M 3.99 10.8399
7.158 0.64
4.827 4.4811 0.8938 H
Perhitungan PCI Tipe
kerusakan Kerusakan
Kualitas Density
Deduct value
10 L
0,215 M
0,665 11
1 L
0,18 6
M 1,80
29 11
M 1,193
17 3
L 0,206
13 M
0,106 39
7 M
0,804 15
8 M
0,746 8
9 M
0,148 Deduct value
125 Corrected deduct value
63 Tipe kerusakan
1. Alligator Cracking 8. Joint Reflection
15. Rutting 2. Bleeding
9. LaneShoulder 16. Shoving 3. Block Cracking
10. LongitudinalTransverse 17. Slippage Cracking
4. Bumbs and Sags 11. Patching and Utility Cut
18. Swell 5. Corrugation
12. Polished Agregat 19. WeatheringRaveling
6. Depression 13. Pothole
7. Edge Cracking 14 Railroad Crossing
PCI = 100 – CDV
= 100 – 63
= 37
K U
L A U L
A I S T
A
S
No Stasiun : 29
Tipe, Luas, dan kerusakan Jalan TIPE
1 7
13 8
10 11
L 1.656 L 0.382
M 0.39 M 0,507
L 0.87 M 2.36
L 0.9072 L 2.97
M 1,8 M 0.4
M 4.953 L 2.05
M 0.644 M 1.31
M 5.32 M 4.998
M 0.382 M 1.22
M 8.34 M 1.251
M 0.708 M 0.37
M 3.542 M 2.2896
M 0.352 M 1.53
M 6.13 H 2.44
M 1.2267 M 0.48
H 1.45 M 0.5325
H 3.26 M 0.7482
H 2.55 M 0.7968
M 0.0972 M 4.2
M 1.146 L
4.6132 3.3528
0.87
M 8.5386
10.8334 0.395
2.3073 5.31
30.645
H
9.7
Perhitungan PCI Tipe
kerusakan Kerusakan
Kualitas Density
Deduct value
1 L
0.768867
8 M
1.4231
24 H
1.616667
33 7
L
0.5588
2 M
1.805567
12 13
M
0,065
24 8
M 0,38
3 10
L 0,145
M 0,885
8 11
M 5,107
22
Deduct value 136
Corrected deduct value 65
Tipe kerusakan 1. Alligator Cracking 8.
Joint Reflection 15. Rutting
2. Bleeding 9. LaneShoulder 16. Shoving
