rekap kerusakan jalan cibaduyut 2015.xlsx
56
No. STA Posisi Jenis Kerusakan Jumlah Dimensi Kerusakan % Kerusakan Penanganan p l A lc d Bina Marga AASHTO (m) (m) (m2) (mm) (mm) 1 R Retak Sudut 1 1.7 0.008 0.0136 8 0.078% M Retak Melintang 1 3.5 0.007 0.0245 7 0.140% L Polished Aggregate 1 5 3.5 100.000% 2 R Retak Sudut 1 1.4 0.004 0.0056 4 0.032% M Retak Melintang 1 3.5 0.007 0.0245 7 0.140% L Gompal 1 0.5 0.3 0.15 40 0.857% 3 R Retak Blok 1 2.04 3.5 7.14 1 40.800% L Polished Aggregate 1 100.000% 4 L Polished Aggregate 1 100.000% 5 R Polished Aggregate 1 100.000% L Polished Aggregate 1 100.000% 6 R Polished Aggregate 1 100.000% No. Segmen
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rekap kerusakan perkerasan kaku jalan cibaduyut tahun 2015
Transcript of rekap kerusakan jalan cibaduyut 2015.xlsx
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
1
R Retak Sudut 1 1.7 0.008 0.0136 8 0.078%
M Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
L Polished Aggregate 1 5 3.5 100.000%
2
R Retak Sudut 1 1.4 0.004 0.0056 4 0.032%
M Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
L Gompal 1 0.5 0.3 0.15 40 0.857%
3
R Retak Blok 1 2.04 3.5 7.14 1 40.800%
L Polished Aggregate 1 100.000%
4 L Polished Aggregate 1 100.000%
5
R Polished Aggregate 1 100.000%
L Polished Aggregate 1 100.000%
6
R Polished Aggregate 1 100.000%
No. Segmen
6
L Polished Aggregate 1 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
7
R Polished Aggregate 1 100.000%
L Polished Aggregate 1 100.000%
8
R Polished Aggregate 1 100.000%
L Polished Aggregate 1 100.000%
9
R Polished Aggregate 1 100.000%
M Polished Aggregate 1 100.000%
L Polished Aggregate 1 100.000%
10
R Polished Aggregate 1 100.000%
M Polished Aggregate 1 100.000%
L Polished Aggregate 1 100.000%
11 R Retak Diagonal 1 3.5 0.004 0.014 4 0.080%
12
R Polished Aggregate 1 100.000%
No. Segmen
12 M Polished Aggregate 1 100.000%
L Polished Aggregate 1 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
13
R
Retak Melintang 1 3.5 0.002 0.007 2 0.040%
Polisherd Aggregate 1 5 3.5 17.5 100.000%
M Polisherd Aggregate 1 5 3.5 17.5 100.000%
L
Gompal 1 0.4 0.2 0.08 5 0.457%
Polisherd Aggregate 1 5 3.5 17.5 100.000%
14
L
Retak Sudut 1 2.3 0.004 0.0092 4 0.053%
Polished Aggregate 1 5 3.5 17.5 100.000%
M Polished Aggregate 1 5 3.5 17.5 100.000%
R Polished Aggregate 1 5 3.5 17.5 100.000%
15
L
Retak Memanjang 1 5 0.003 0.015 3 0.086%
Polished Aggregate 1 5 3.5 17.5 100.000%
M Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
15
R Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
16
R
Retak Melintang 1 3.5 0.003 0.01 3 0.060%
Polished Aggregate 1 5 3.5 17.50 100.000%
M Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
17
R Retak Melintang 1 1.8 0.003 0.0054 3 0.031%
M
Retak Sudut 1 1.7 0.005 0.01 5 0.049%
Gompal 1 0.4 0.3 0.12 50 0.686%
19 L Gompal 1 0.2 0.1 0.02 25 0.114%
20 R Gompal 1 1.1 0.2 0.22 25 1.257%
22 M Retak Melintang 1 1.75 0.002 0.00 2 0.020%
No. Segmen
24 L Gompal 1 0.3 0.2 0.06 20 0.343%
25
L Lubang 1 0.3 0.15 0.05 37 0.257%
M Retak Melintang 1 3.5 0.002 0.01 2 0.040%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
27 R Lubang 1 0.4 0.15 0.06 50 0.343%
30
R Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
31
R Polished Aggregate 1 5 3.5 17.50 100.000%
M Retak Melintang 1 3.5 0.007 0.02 7 0.140%
L Lubang 3
0.3 0.2 0.06 20
0.743%0.2 0.1 0.02 50
0.5 0.1 0.05 20
32 L Lubang 1 0.3 0.25 0.08 20 0.429%
No. Segmen
34
R Polished Aggregate 1 5 3.5 17.50 100.000%
L
Lubang 1 0.1 0.1 0.01 30 0.057%
Polished Aggregate 1 5 3.5 17.50 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
35
R Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
37
R
Lubang 1 0.5 0.1 0.05 40 0.286%
Polished Aggregate 1 5 3.5 17.50 100.000%
L
Retak Melintang 1 3.5 0.003 0.01 3 0.038%
Retak Sudut 1 1.5 0.004 0.01 4 0.021%
Polished Aggregate 1 8 3.5 28.00 100.000%
38
R
Retak Melintang 1 3.5 0.004 0.01 4 0.080%
No. Segmen
38
R
Polished Aggregate 1 5 3.5 17.50 100.000%
M Polished Aggregate 1 5 3.5 17.50 100.000%
39
R Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
40
R Polished Aggregate 1 5 3.5 17.50 100.000%
M Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
41
R Polished Aggregate 1 5 3.5 17.50 100.000%
M Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
42
M Lubang 1 0.3 0.1 0.03 42 0.171%
No. Segmen
42
L Polished Aggregate 1 5 1.75 8.75 50.000%
43
R
Retak Melintang 1 3.5 0.001 0.00 1 0.020%
Retak Memanjang 1 5 0.003 0.02 3 0.086%
M Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
44
R Retak Blok 1 5 1.5 7.50 5 42.857%
M Polished Aggregate 1 5 3.5 17.50 100.000%
L Polished Aggregate 1 5 3.5 17.50 100.000%
45
R Lubang 1 0.3 0.1 0.03 20 0.171%
L Polished Aggregate 1 5 1.7 8.50 48.571%
46 R Retak Blok 1 5 2.2 11.00 4 62.857%
No. Segmen
47
R Retak Sudut 1 2.9 0.006 0.02 6 0.099%
M Retak Sudut 1 1.6 0.007 0.01 7 0.064%
L Polished Aggregate 1 5 1.8 9.00 51.429%
48 L Polished Aggregate 1 5 1.6 8.00 45.714%
49
R Lubang 2 0.4 0.1 0.04 40 0.229%
L Retak Memanjang 1 5 0.003 0.02 3 0.086%
Polished Aggregate 1 5 1.8 9.00 51.429%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
50
R Lubang 1 0.3 0.1 0.03 40 0.171%
L Retak Memanjang 1 5 0.008 0.04 8 0.229%
52 R
Retak Blok 1 3.5 2 7.00 4 40.000%
Retak Memanjang 1 3 0.002 0.01 2 0.034%
53
R Retak Blok 1 5 1.7 8.50 10 48.571%
No. Segmen
53
L Polished Aggregate 1 5 3.5 17.50 100.000%
54
R Retak Blok 1 5 1.8 9.00 3 51.429%
L Polished Aggregate 1 5 3.5 17.50 100.000%
55
M Retak Memanjang 1 3.5 0.003 0.01 3 0.060%
L Polished Aggregate 1 5 3.5 17.50 100.000%
56
R Retak Melintang 1 3.5 0.008 0.03 8 0.160%
L Polished Aggregate 1 5 3.5 17.50 51.429%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
57 L Polished Aggregate 1 5 3.5 17.50 100.000%
58
R Lubang 1 0.1 0.8 0.08 20 0.457%
L Polished Aggregate 1 5 3.5 17.50 100.000%
59 L Polished Aggregate 1 5 3.5 17.50 100.000%
No. Segmen
60
R Lubang 1 0.33 0.3 0.10 24 0.566%
L Polished Aggregate 1 5 3.5 17.50 100.000%
61
M Retak Melintang 1 3.5 0.003 0.01 3 0.060%
L Polished Aggregate 1 5 3.5 17.50 100.000%
63 R
Retak Memanjang 1 5 0.003 0.02 3 0.086%
Retak Melintang 1 1.4 0.003 0.00 3 0.024%
64 L Polished Aggregate 1 5 3.5 17.50 100.000%
65 L
Retak Melintang 1 3.5 0.007 0.02 7 0.140%
Polished Aggregate 1 5 3.5 17.50 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
66 L Polished Aggregate 1 5 3.5 17.5 100.000%
67
L Lubang 1 1.4 0.2 0.28 30 1.600%
Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
68 L Polished Aggregate 1 5 3.5 17.5 100.000%
69
R Retak Sudut 1 0.07 0.02 0.0014 2 0.008%
M Retak Sudut 1 0.13 0.03 0.0039 0.03 0.022%
L Polished Aggregate 1 5 3.5 17.5 100.000%
70
M Retak Memanjang 1 0.5 0.006 0.003 6 0.017%
L Polished Aggregate 1 5 3.5 17.5 100.000%
71 M
Retak Memanjang 1 5 0.007 0.035 7 0.200%
Gompal 1 0.08 0.07 0.0056 20 0.032%
Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
72 R
Lubang 2 0.42 0.23 0.0966 40 0.552%
0.41 0.15 0.0615 40 0.351%
No. Segmen
73
R Retak Melintang 1 0.32 0.002 0.00064 2 0.004%
M Retak Melintang 1 3.5 0.006 0.021 6 0.120%
L Polished Aggregate 1 5 3.5 17.5 100.000%
74
M Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
L Polished Aggregate 1 5 3.5 17.5 100.000%
75
M Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
L Polished Aggregate 1 5 3.5 17.5 100.000%
76
R Lubang 1 12 0.04 0.48 30 2.743%
M Retak Melintang 1 3.5 0.004 0.014 4 0.080%
L Lubang 1 0.15 0.08 0.012 38 0.069%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
77 M
Retak Memanjang 1 5 0.004 0.02 4 0.114%
No. Segmen
77 M
Retak Melintang 1 3.5 0.004 0.014 4 0.080%
78 M
Retak Sudut 1 0.53 0.003 0.00159 3 0.009%
Retak Melintang 1 0.63 0.003 0.00189 3 0.011%
79 L Polished Aggregate 1 5 3.5 17.5 100.000%
80
R
Retak Melintang 1 3.5 0.004 0.014 4 0.080%
Retak Memanjang 1 4.4 0.001 0.0044 1 0.025%
M Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
L Polished Aggregate 1 3.5 0.17 0.595 3 3.400%
82
M Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
L Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
83 M Retak Blok 1 3.5 1.7 5.95 4 34.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
No. Segmen
84
R Retak Melintang 1 3.5 0.004 0.014 4 0.080%
M Retak Memanjang 1 2.1 0.003 0.0063 3 0.036%
85
R Retak Melintang 1 3.5 0.004 0.014 4 0.080%
M Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
86 R Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
88 M Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
89
R Retak Diagonal 1 2.2 0.004 0.0088 4 0.050%
M Lubang 1 0.38 0.08 0.0304 20 0.174%
L Gompal 1 0.18 0.08 0.0144 30 0.082%
90
R
Retak Diagonal 1 2.5 0.002 0.005 2 0.029%
Retak Melintang 1 3.5 0.002 0.007 2 0.040%
M Retak Melintang 1 3.5 0.004 0.014 4 0.080%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
(m) (m) (m2) (mm) (mm)
% KerusakanBina Marga AASHTO
91
R
Retak Diagonal 1 3 0.005 0.015 5 0.086%
Retak Melintang 1 0.38 0.001 0.00038 1 0.002%
M Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
92 M Retak Sudut 1 0.17 0.003 0.00051 3 0.003%
94
R Lubang 1 0.09 0.04 0.0036 30 0.021%
M Gompal 1 0.08 0.05 0.004 40 0.023%
95 M Lubang 1 0.09 0.04 0.0036 30 0.021%
96 L Lubang 1 0.05 0.03 0.0015 20 0.009%
98 R Retak Diagonal 1 2.9 0.005 0.0145 5 0.083%
99 R
Retak Melintang 1 3.5 0.004 0.014 4 0.080%
Retak Diagonal 1 2.2 0.003 0.0066 3 0.038%
101 M Retak Memanjang 1 5 0.002 0.01 2 0.057%
102 M Retak Memanjang 1 5 0.004 0.02 4 0.114%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
No. Segmen
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah p l A lc d % KerusakanBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
104
R Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
M Lubang 1 0.08 0.03 0.0024 30 0.014%
105 M Gompal 1 0.4 0.2 0.08 30 0.457%
106 R Lubang 1 0.3 0.1 0.03 30 0.171%
107 M Lubang 1 0.7 0.2 0.14 25 0.800%
109
R Polished Aggregate 1 5 3.5 17.5 100.000%
M Polished Aggregate 1 5 3.5 17.5 100.000%
110
R Polished Aggregate 1 5 3.5 17.5 100.000%
M Polished Aggregate 1 5 3.5 17.5 100.000%
111
R Polished Aggregate 1 5 3.5 17.5 100.000%
M Polished Aggregate 1 5 3.5 17.5 100.000%
112 R Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
114
R Lubang 1 0.33 0.08 0.0264 0.151%
M Lubang 1 0.4 0.2 0.08 0.457%
116 R Retak Sudut 1 0.7 0.001 0.0007 1 0.004%
117 R Retak Sudut 1 0.11 0.002 0.00022 2 0.001%
118
R Gompal 1 0.27 0.1 0.027 20 0.154%
M Retak Melintang 1 3.5 0.004 0.014 4 0.080%
119 R Lubang 1 0.15 0.1 0.015 30 0.086%
121
R Lubang 1 0.4 0.2 0.08 42 0.457%
M Gompal 1 0.25 0.15 0.0375 20 0.214%
127 R Gompal 1 0.27 0.12 0.0324 20 0.185%
128
R Retak Diagonal 1 1.8 0.11 0.198 11 1.131%
M Lubang 1 0.4 0.14 0.056 26 0.320%
No. Segmen
128
L Gompal 1 0.5 0.3 0.15 20 0.857%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
129 M
Retak Diagonal 1 3.2 0.008 0.0256 8 0.146%
Polished Aggregate 1 5 3.5 17.5 100.000%
130 M
Retak Blok 1 3.5 1 3.5 4 20.000%
Polished Aggregate 1 5 3.5 17.5 100.000%
131 M Retak Blok 1 3.5 1 3.5 4 20.000%
132 M Lubang 1 0.5 0.18 0.09 20 0.514%
133
R
Retak Melintang 1 3.5 0.002 0.007 2 0.040%
Retak Diagonal 1 1.2 0.003 0.0036 3 0.021%
M Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
M Polished Aggregate 1 5 3.5 17.5 100.000%
134 M Retak Diagonal 1 3.65 0.003 0.01095 3 0.063%
No. Segmen
Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
135 M Polished Aggregate 1 5 3.5 17.5 100.000%
136 M
Retak Diagonal 1 1.2 0.003 0.0036 3 0.021%
Lubang 1 0.15 0.1 0.015 13 0.086%
Polished Aggregate 1 5 3.5 17.5 100.000%
137 M Polished Aggregate 1 5 3.5 17.5 100.000%
138 M Retak Diagonal 1 2.4 0.004 0.0096 4 0.055%
139 M
Retak Diagonal 1 1.6 0.004 0.0064 4 0.037%
Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
141 M Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
142 R Lubang 1 0.15 0.1 0.015 28 0.086%
No. Segmen
143 M Lubang 1 0.1 0.08 0.008 27 0.046%
144 M Retak Diagonal 1 1.3 0.004 0.0052 4 0.030%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
145
R Lubang 1 0.23 0.2 0.046 37 0.263%
M Lubang 3
0.13 0.1 0.013 30 0.074%
0.24 0.08 0.0192 20 0.110%
0.18 0.17 0.0306 28 0.175%
L Lubang 1 0.11 0.05 0.0055 18 0.031%
146
R Lubang 1 0.16 0.12 0.0192 42 0.110%
M Lubang 1 0.21 0.15 0.0315 41 0.180%
L Gompal 1 0.13 0.11 0.0143 22 0.082%
148 R Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
No. Segmen
151 M Gompal 1 0.1 0.08 0.008 17 0.046%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
152
R
Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
Polished Aggregate 1 5 3.5
M Retak Melintang 1 3.5 0.002 0.007 2 0.040%
L
Retak Melintang 2
3.5 0.001 0.0035 1
0.040%
3.5 0.001 0.0035 1
Polished Aggregate 1 5 3.5 17.5 100.000%
153
R
Retak Diagonal 1 0.8 0.001 0.0008 1 0.005%
Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
153
M Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
L Retak Melintang 1 1.8 0.002 0.0036 2 0.021%
Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
154
R Polished Aggregate 1 5 3.5 17.5 100.000%
L
Retak Melintang 1 1.6 0.002 0.0032 2 0.018%
Polished Aggregate 1 5 3.5 17.5 100.000%
155
R Retak Melintang 2
3.5 0.003 0.0105 3
0.078%
3.2 0.001 0.0032 1
M Retak Sudut 1 0.6 0.001 0.0006 1 0.003%
L Retak Melintang 1 3.2 0.001 0.0032 1 0.082%
No. Segmen
156
R Lubang 1 0.14 0.08 0.0112 28
M Lubang 1 0.21 0.09 0.0189 31 0.108%
157 R Lubang 1 0.14 0.08 0.0112 22 0.064%
158 R
Gompal 1 0.37 0.11 0.0407 23 0.233%
Lubang 1 0.12 0.07 0.0084 12 0.048%
159 M Gompal 1 0.22 0.13 0.0286 24 0.163%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
160
R
Reta Melintang
2
3.5 0.003 0.0105 3
0.091%
Retak Melintang 1.8 0.003 0.0054 3
Gompal 1 1.6 0.15 0.24 14 1.371%
L Retak Melintang 1 3.5 0.003 0.0105 3
0.180%
161
R
Retak Melintang 1 3.5 0.006 0.021 6
Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
161
L Polished Aggregate 1 5 3.5 17.5 100.000%
162 R
Scaling 1 2.8 0.75 2.1 14
Polished Aggregate 1 5 3.5 17.5 100.000%
163
R
Retak Melintang 1 0.7 0.004 0.0028 4 0.016%
Polished Aggregate 1 5 3.5 17.5 100.000%
M Retak Melintang 1 3.5 0.004 0.014 4 0.080%
L Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
164 R Gompal 1 0.45 0.13 0.0585 33 0.334%
165
M Retak Melintang 1 3.5 0.004 0.014 4 0.080%
L Retak Sudut 1 0.17 0.001 0.00017 1 0.001%
166 L Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
167
R Retak Melintang 1 3.5 0.004 0.014 4 0.080%
No. Segmen
167
M Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
168
R
Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
Polished Aggregate 1 5 3.5 17.5 100.000%
M Scaling 1 0.14 0.8 0.112 12 0.640%
L Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
169
R Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
M Gompal 1 0.18 0.14 0.0252 21 0.144%
L Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
170 L
Retak Melintang
2
0.31 0.002 0.00062 2
0.008%
Retak Melintang 0.38 0.002 0.00076 2
171 R Gompal 1 0.14 0.13 0.0182 26 0.104%
172
M Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
No. Segmen
172
L Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
173
R
Gompal 1 0.23 0.07 0.0161 20 0.092%
Retak Melintang 1 1.2 0.002 0.0024 2 0.014%
M Retak Melintang 1 3.5 0.002 0.007 2 0.040%
L Retak Melintang 1 3.5 0.002 0.007 2 0.040%
174 M Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
175
M
Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
Polished Aggregate 1 5 3.5 17.5 100.000%
L Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
176
R
Retak Sudut 1 0.31 0.002 0.00062 2 0.004%
Polished Aggregate 1 5 1.7 8.5 48.571%
M Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
176
L Polished Aggregate 1 5 3.5 17.5 100.000%
177
R Polished Aggregate 1 5 1.64 8.2 46.857%
M Retak Melintang 1 3.5 0.002 0.007 2 0.040%
178
R
Retak Melintang 2
3.5 0.005 0.0175 5
0.220%
3.5 0.006 0.021 6
Polished Aggregate 1 5 3.5 17.5 100.000%
M Retak Melintang 1 3.5 0.006 0.021 6 0.120%
L Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
179
R Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
M Polished Aggregate 1 5 3.5 17.5 100.000%
No. Segmen
179
L
Retak Melintang 1 3.5 0.002 0.007 2 0.040%
Polished Aggregate 1 5 3.5 17.5 100.000%
180
R
Retak Diagonal 1 0.55 0.002 0.0011 2 0.006%
Retak Melintang 1 0.43 0.002 0.00086 2 0.005%
M Retak Diagonal 1 0.47 0.002 0.00094 2 0.005%
181
R Retak Diagonal 1 2.1 0.006 0.0126 6 0.072%
M
Retak Diagonal 1 0.92 0.004 0.00368 4 0.021%
Polished Aggregate 1 5 3.5 17.5 100.000%
L Polished Aggregate 1 5 3.5 17.5 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
182
R Retak Melintang 3
3.5 0.005 0.0175 5
0.126%
No. Segmen
182
R Retak Melintang 3 0.31 0.004 0.00124 4 0.126%
1.1 0.003 0.0033 3
L Lubang 1 0.23 0.14 0.0322 29 0.184%
183 R
Retak Diagonal 1 0.87 0.003 0.00261 3 0.015%
Retak Melintang 1 3.5 0.004 0.014 4 0.080%
184 M Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
185
R
Retak Melintang 2
3.5 0.004 0.014 4
0.096%
2.8 0.001 0.0028 1
Lubang 1 0.6 0.06 0.036 31 0.206%
M Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
No. Segmen
186
R Retak Melintang 1 3.5 0.006 0.021 6 0.120%
M Retak Melintang 1 3.5 0.002 0.007 2 0.040%
L Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
187
R Retak Acak 4
1.9 0.005 0.0095 5
0.105%
0.5 0.003 0.0015 3
0.7 0.007 0.0049 7
0.6 0.004 0.0024 4
M
Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
Lubang 1 0.4 0.2 0.08 50 0.457%
188
R Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
L Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
189 R
Retak Melintang 1 3.5 0.008 0.028 8 0.160%
Gompal 1 0.6 0.1 0.06 23 0.343%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
(m) (m) (m2) (mm) (mm)
% KerusakanBina Marga AASHTO
190
R Retak Melintang 1 3.6 0.004 0.0144 4 0.082%
M Retak Melintang 1 3.5 0.002 0.007 2 0.040%
191
R
Retak Melintang 1 3.5 0.001 0.0035 1 0.020%
Lubang 1 0.52 0.15 0.078 29 0.446%
Retak Sudut 1 1.9 0.002 0.0038 2 0.022%
L
Retak Melintang 1 3.6 0.003 0.0108 3 0.062%
Retak Memanjang 1 2.8 0.004 0.0112 4 0.064%
192
R
Retak Sudut 1 1.5 0.007 0.0105 7 0.060%
Lubang 1 1.2 0.18 0.216 20 1.234%
M
Gompal 1 1.4 1 1.4 30 8.000%
Retak Melintang 1 1.8 0.007 0.0126 7 0.072%
L Retak Melintang 1 3.6 0.007 0.0252 7 0.144%
1 0 0.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
No. Segmen
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah p l A lc d % KerusakanBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
193 M
Gompal 1 1.2 0.5 0.6 30
3.621%
Retak Melintang 2
2.7 0.008 0.0216 8
3 0.004 0.012 4
194
M Retak Melintang 1 3.6 0.009 0.0324 9 0.185%
L Retak Sudut 1 1.8 0.003 0.0054 3 0.031%
195 R Retak Melintang 1 3.6 0.004 0.0144 4 0.082%
198
R
Retak Melintang 1 3.5 0.008 0.028 8
0.731%
Lubang 1 1 0.1 0.1 19
M
Retak Melintang 1 3.5 0.008 0.028 8
1.017%
Lubang 1 0.5 0.3 0.15 31
L Retak Melintang 1 3.5 0.006 0.007 6 0.040%
1 0 0.000%
1 0 0.000%
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
200
R Lubang 1 1.1 0.09 0.099 28 0.566%
M
Retak Melintang 2
3.5 0.006 0.021 6
0.280%
3.5 0.008 0.028 8
Retak Diagonal 1 1.2 0.006 0.0072 6 0.041%
201
R
Retak Sudut 1 1.02 0.008 0.00816 8 0.047%
Retak Melintang 1 1.4 0.003 0.0042 3 0.024%
M Retak Sudut 1 0.21 0.004 0.00084 4 0.005%
202
R
Retak Sudut 1 0.72 0.007 0.00504 7 0.029%
Retak Melintang 1 0.9 0.003 0.0027 3 0.015%
Lubang 1 0.31 0.008 0.00248 12 0.014%
L
Retak Memanjang 1 5.1 0.003 0.0153 3 0.087%
Gompal 1 1.9 1.6 3.04 31 17.371%
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
203
R
Retak Memanjang 1 2.2 0.002 0.0044 2 0.025%
Lubang 1 1.6 0.07 0.112 15 0.640%
M Lubang 1 0.21 0.09 0.0189 12 0.108%
L
Gompal 2
1.7 1.65 2.805 37 16.029%
1.9 1.7 3.23 31 18.457%
Retak Memanjang 1 3.1 0.04 0.124 4 0.709%
204
R Gompal 1 1.52 0.27 0.4104 20 2.345%
L
Gompal 1 1.94 1.4 2.716 30 15.520%
Gompal 1 0.38 0.16 0.0608 5 14 0.347%
Retak Memanjang 1 4.2 0.005 0.021 5 0.120%
Retak Sudut 1 0.18 0.002 0.00036 2 0.002%
No. Segmen
1 0 0.000%
1 0 0.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
205
M Retak Melintang 1 3.5 0.008 0.028 8 0.160%
Gompal 1 0.34 0.11 0.0374 17 0.214%
L Retak Memanjang 1 5.1 0.002 0.0102 2 0.058%
206
R Retak Sudut Pecah 1 1.3 0.01 0.013 10 0.074%
M
Retak Melintang 1 1.5 0.003 0.0045 3 0.026%
Gompal 1 0.28 0.14 0.0392 20 0.224%
Lubang 1 0.17 0.08 0.0136 15 0.078%
L
Retak Sudut
2
0.38 0.002 0.00076 2
0.008%
0.28 0.002 0.00056 2
1 0 0.000%
No. Segmen
1 0 0.000%
1 0 0.000%
1 0 0.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
207
R
Retak Memanjang 1 4.8 0.003 0.0144 3 0.082%
Retak Sudut Pecah 1 0.18 0.005 0.0009 5 0.005%
M
Retak Sudut Pecah 1 0.23 0.003 0.00069 3 0.004%
Gompal 2
0.18 0.11 0.0198 20
0.305%
0.28 0.12 0.0336 23
L Retak Memanjang 1 4.8 0.002 0.0096 2 0.055%
208
R
Retak Melintang 2
1.4 0.006 0.0084 6
0.184%
3.4 0.007 0.0238 7
Gompal 1 1.8 1.7 3.06 20 17.486%
No. Segmen
208
L Gompal 1 1.1 0.47 0.517 12 2.954%
209 R
Retak Memanjang 1 5 0.001 0.005 1 0.029%
Amblas 1 1.5 0.31 0.465 62 2.657%
Lubang 1 0.17 0.07 0.0119 12 0.068%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
210 R
Retak Memanjang 1 3.6 0.007 0.0252 7 0.144%
Gompal 1 0.38 0.09 0.0342 33 0.195%
211
R Retak Memanjang 2
3.9 0.002 0.0078 2
0.086%
3.6 0.002 0.0072 2
M Retak Sudut Pecah 1 0.12 0.001 0.00012 1 0.001%
L Retak Memanjang 1 5 0.001 0.005 1 0.029%
212
R Lubang 1 2.4 0.003 0.0072 3 0.041%
L Retak Blok 1 5 3.5 17.5 0.002 100.000%
No. Segmen
213
R
Retak Melintang 1 3.5 0.006 0.021 6 0.120%
Gompal 1 1.2 0.1 0.12 26 0.686%
M Retak Melintang 1 3.5 0.007 0.0245 7 0.140%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
214
R Lubang 1 0.8 0.12 0.096 15 0.549%
M Lubang 1 0.5 0.1 0.05 23 0.286%
L Lubang 1 0.28 0.05 0.014 12 0.080%
215
R Gompal 1 0.7 0.05 0.035 8 0.200%
Retak Melintang 1 1.8 0.001 0.0018 1 0.010%
M Retak Melintang 1 3.52 0.004 0.01408 4 0.080%
216
R Gompal 1 0.31 0.25 0.0775 7 0.443%
No. Segmen
216 M Retak Memanjang 1 2.5 0.009 0.0225 9 0.129%
L Lubang 1 0.13 0.13 0.0169 30 0.097%
217 R
Retak Melintang 1 1.2 0.003 0.0036 3 0.021%
Retak Sudut Pecah 1 0.98 0.003 0.00294 3 0.017%
Gompal 2
0.4 0.09 0.036 15
0.394%
0.3 0.11 0.033 20
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
218
R Lubang 1 0.15 0.08 0.012 8 0.069%
M Retak Diagonal 1 0.9 0.001 0.0009 1 0.005%
L Retak Memanjang 1 5.2 0.001 0.0052 1 0.030%
219
R
Gompal 1 0.15 0.09 0.0135 10 0.077%
1 0.41 0.1 0.041 28 0.234%
M
Retak Melintang 1 0.47 0.005 0.00235 5 0.013%
No. Segmen
219 M
Retak Memanjang 1 1.9 0.001 0.0019 1 0.011%
L
Retak Blok 1 2.2 1.7 3.74 2 21.371%
Lubang 1 0.32 0.15 0.048 24 0.274%
220
R Retak Blok 1 5 3.5 17.5 4 100.000%
M Gompal 1 0.44 0.18 0.0792 22 0.453%
L Retak Sudut 1 1.7 0.008 0.0136 8 0.078%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
221
R
Retak Melintang 2
1.3 0.004 0.0052 4
0.112%
3.6 0.004 0.0144 4
Gompal 1 0.22 0.17 0.0374 18 0.214%
M Retak Diagonal 1 3.7 0.008 0.0296 8 0.169%
L Retak Melintang 1 3.5 0.004 0.014 4 0.080%
No. Segmen
222
R
Retak Diagonal 1 1.2 0.004 0.0048 4 0.027%
Retak Melintang 1 2.6 0.001 0.0026 1 0.015%
M
Retak Melintang 1 3.6 0.008 0.0288 8 0.165%
Retak Melintang 1 2.4 0.003 0.0072 3 0.041%
L Retak Melintang 1 3.6 0.004 0.0144 4 0.082%
223 R Lubang 1 0.52 0.1 0.052 31 0.297%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
224
R Retak Melintang 1 0.7 0.001 0.0007 1 0.004%
M Lubang 1 0.7 0.1 0.07 30 0.400%
L Retak Memanjang 2
3.9 0.002 0.0078 2
0.054%
0.41 0.004 0.00164 4
No. Segmen
225
R Retak Sudut 1 1.7 0.004 0.0068 4 0.039%
L Retak Memanjang 1 3.1 0.004 0.0124 4 0.071%
226
R Lubang 1 1.6 0.009 0.0144 28 0.082%
L Retak Memanjang 1 3.5 0.002 0.007 2 0.040%
227
R Retak Melintang 1 3.5 0.006 0.021 6 0.120%
M Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
L Retak Memanjang 1 3.8 0.001 0.0038 1 0.022%
228
R Retak Blok 1 5 3.5 17.5 2 100.000%
M Lubang 1 0.32 0.14 0.0448 19 0.256%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
229
R Lubang 1 0.2 0.09 0.018 18 0.103%
Retak Sudut Pecah 1 0.18 0.003 0.00054 3 0.003%
230 R Retak Blok 1 5 3.5 17.5 2 100.000%
No. Segmen
231
R Retak Blok 1 5 3 15 1 85.714%
M Retak Melintang 1 3.5 0.002 0.007 2 0.040%
232
R Retak Blok 1 5 3.5 17.5 3 100.000%
M Retak Melintang 1 3.1 0.001 0.0031 1 0.018%
233
R Retak Blok 1 5 3.5 17.5 2 100.000%
L Retak Melintang 1 3.5 0.006 0.021 6 0.120%
234
R Retak Blok 1 5 3.5 17.5 1 100.000%
M Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
235
R Retak Blok 1 5 3.5 17.5 2 100.000%
L Retak Memanjang 1 5 0.005 0.025 5 0.143%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
236
R Retak Blok 1 5 3.5 17.5 1 100.000%
L Lubang 2
0.42 0.009 0.00378 31
0.118%
No. Segmen
236
L Lubang 2
0.21 0.08 0.0168 23
0.118%
237
R Retak Blok 1 5 3.5 17.5 2 100.000%
L
Retak Melintang 1 3.5 0.006 0.021 6 0.120%
Retak Memanjang 1 1.3 0.001 0.0013 1 0.007%
238
R Retak Blok 1 4.2 3.5 14.7 1 84.000%
M Retak Melintang 1 3.4 0.002 0.0068 2 0.039%
239 R Retak Blok 1 3.5 2.5 8.75 3 50.000%
240
R Retak Blok 1 5 3.5 17.5 2 100.000%
M Lubang 1 0.43 0.05 0.0215 34 0.123%
241 R Retak Blok 1 5 3.5 17.5 1 100.000%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
242
R Retak Memanjang 1 4.2 0.008 0.0336 8 0.192%
No. Segmen
242
L Retak Melintang 1 1.8 0.001 0.0018 1 0.010%
243
R Retak Melintang 1 1.8 0.001 0.0018 1 0.010%
M Retak Sudut 1 0.48 0.003 0.00144 3 0.008%
244
R Retak Blok 1 4.5 3.5 15.75 1 90.000%
M Retak Melintang 1 0.8 0.001 0.0008 1 0.005%
L Retak Sudut 1 0.3 0.004 0.0012 4 0.007%
245
R Retak Blok 1 5 3.5 17.5 2 100.000%
M Retak Melintang 1 3.6 0.002 0.0072 2 0.041%
246 R Retak Blok 1 5 3.5 17.5 3 100.000%
247 R Retak Blok 1 5 1.5 7.5 2 42.857%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
No. Segmen
248 R
Retak Blok 1 4.4 1 4.4 1 25.143%
Retak Melintang 1 1.1 0.002 0.0022 2 0.013%
Retak Memanjang 1 2 0.001 0.002 1 0.011%
249 R Retak Blok 1 5 3.5 17.5 1 100.000%
250
R Retak Blok 1 5 3.5 17.5 2 100.000%
M
Retak Melintang 1 3.5 0.003 0.0105 3 0.060%
Gompal 1 0.47 0.12 0.0564 21 0.322%
251
R Retak Blok 1 5 3.5 17.5 1 100.000%
M Gompal 1 0.25 0.11 0.0275 11 0.157%
252
R
Retak Melintang 1 3.3 0.007 0.0231 7 0.132%
Lubang 1 0.29 0.04 0.0116 20 0.066%
M Gompal 1 0.53 0.12 0.0636 18 0.363%
L Lubang 1 0.27 0.07 0.0189 21 0.108%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
(m) (m) (m2) (mm) (mm)
% KerusakanBina Marga AASHTO
253 R Retak Melintang 1 11 0.008 0.088 8 0.503%
254
R Retak Blok 1 5 3.5 17.5 2 100.000%
M
Lubang 1 0.3 0.1 0.03 18 0.171%
1 0.12 0.11 0.0132 17 0.075%
L Retak Memanjang 1 5 0.004 0.02 4 0.114%
255 L
Retak MEmanjang 1 5 0.001 0.005 1 0.029%
Lubang 1 0.21 0.06 0.0126 14 0.072%
256
R Lubang 1 0.29 0.08 0.0232 21 0.133%
M Lubang 1 0.31 0.06 0.0186 19 0.106%
L
Lubang 1 0.28 0.07 0.0196 22 0.112%
Retak Memanjang 2
3.7 0.006 0.0222 6
0.134%
1.2 0.001 0.0012 1
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
No. Segmen
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah p l A lc d % KerusakanBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
257
R Gompal 1 0.31 0.08 0.0248 16 0.142%
L Retak Memanjang 1 4.1 0.02 0.082 2 0.469%
258 L Retak Memanjang 1 4.62 0.004 0.01848 4 0.106%
259
R Lubang 1 0.11 0.09 0.0099 12 0.057%
L
Retak MEmanjang 1 1.81 0.003 0.00543 3 0.031%
Retak Blok 1 0.91 0.84 0.7644 3 4.368%
260
M
Retak Sudut 1 0.54 0.001 0.00054 1 0.003%
Retak Melintang 1 1.78 0.003 0.00534 3 0.031%
L
Retak Blok 1 0.86 0.84 0.7224 2 4.128%
Retak Melintang 1 3.5 0.005 0.0175 5 0.100%
261
R Gompal 1 0.27 0.12 0.0324 17 0.185%
M Lubang 1 0.24 0.11 0.0264 19 0.151%
L Retak Memanjang 1 5 0.006 0.03 6 0.171%
No. Segmen
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
262
M
Retak Blok 1 0.92 0.71 0.6532 1 3.733%
Lubang 1 0.24 0.09 0.0216 9 0.123%
Retak Memanjang 1 3.9 0.003 0.0117 3 0.067%
L Retak Memanjang 1 5 0.001 0.005 1 0.029%
263 M
Retak Melintang 1 0.42 0.001 0.00042 1 0.002%
Retak Memanjang 1 1.1 0.002 0.0022 2 0.013%
264 M
Retak Memanjang 1 4.72 0.002 0.00944 2 0.054%
Gompal 1 1.21 0.51 0.6171 20 3.526%
Retak Sudut 1 0.48 0.001 0.00048 1 0.003%
265 M
Retak Melintang 2
0.98 0.002 0.00196 2
0.066%
3.2 0.003 0.0096 3
Retak Memanjang 1 3.2 0.003 0.0096 3 0.055%
No. Segmen
265 M
Retak Blok 1 1.3 1.1 1.43 2 8.171%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
266
M
Retak Blok 1 1.17 0.8 0.936 2 5.349%
Retak Melintang 1 3.8 0.006 0.0228 6 0.130%
Retak Memanjang 1 1.22 0.001 0.00122 1 0.007%
L
Lubang 2
0.14 0.09 0.0126 12
0.264%
0.48 0.07 0.0336 9
Retak Melintang 2
0.64 0.002 0.00128 2
0.011%
0.57 0.001 0.00057 1
Retak Memanjang 1 3.94 0.003 0.01182 3 0.068%
267
M
Retak Sudut 1 1.03 0.005 0.00515 5 0.029%
Lubang 1 0.24 0.07 0.0168 11 0.096%
L Lubang 1 0.18 0.16 0.0288 12 0.165%
No. Segmen
268 R Retak Blok 1 3.5 0.89 3.115 2 17.800%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
269
M
Retak Blok 2
3.5 1.23 4.305 4
28.870%
1.41 0.53 0.7473 2
Retak Melintang 2
0.81 0.005 0.00405 5
0.042%
1.1 0.003 0.0033 3
L Retak Memanjang 1 5 0.004 0.02 4 0.114%
270 M
Retak blok 1 2.7 0.97 2.619 2 14.966%
Lubang 1 2.68 0.08 0.2144 18 1.225%
Retak Sudut 1 0.73 0.001 0.00073 1 0.004%
271
R Lubang 1 0.18 0.07 0.0126 14 0.072%
M
Retak Blok 1 3.5 1.1 3.85 2 22.000%
No. Segmen
271 M Retak Memanjang 1 4.39 0.007 0.03073 7 0.176%
Retak Melintang 1 3.6 0.004 0.0144 4 0.082%
L Retak Memanjang 1 5.2 0.003 0.0156 3 0.089%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
272 R
Retak Melintang 1 3.58 0.002 0.00716 2 0.041%
Retak Memanjang 1 3.91 0.001 0.00391 1 0.022%
273 M Retak Acak 1 2.4 0.002 0.0048 2 0.027%
274
M Retak Melintang 1 0.87 0.004 0.00348 4 0.020%
L Retak Melintang 1 2.82 0.001 0.00282 1 0.016%
275 M
Retak Melintang 1 0.74 0.001 0.00074 1 0.004%
Retak Blok 1 2.42 0.003 0.00726 3 0.041%
276 M
Retak Sudut 1 0.89 0.002 0.00178 2 0.010%
Retak Melintang 2
1.42 0.007 0.00994 7
0.060%
No. Segmen
276 M Retak Melintang 2
0.26 0.002 0.00052 2
0.060%
Retak Sudut Pecah 1 0.46 0.003 0.00138 3 0.008%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
277
L
Retak Sudut 1 1.32 0.001 0.00132 1 0.008%
Lubang 1 0.18 0.08 0.0144 21 0.082%
M
Retak Melintang 1 1.8 0.002 0.0036 2 0.021%
Retak Memanjang 2
1.2 0.002 0.0024 2
0.019%
0.97 0.001 0.00097 1
L Retak Melintang 1 0.24 0.001 0.00024 1 0.001%
278
R Retak Memanjang 1 3.5 0.002 0.007 2 0.040%
M Lubang 1 0.26 0.07 0.0182 22 0.104%
No. Segmen
278
L Retak Blok 1 0.34 0.25 0.085 2 0.486%
279
R Lubang 1 0.09 0.07 0.0063 18 0.036%
M Retak Blok 1 3.5 2.31 8.085 3 46.200%
L Lubang 1 0.18 0.09 0.0162 18 0.093%
No. STA Posisi Jenis Kerusakan Jumlah
Dimensi Kerusakan
% Kerusakan
Penanganan
p l A lc dBina Marga AASHTO
(m) (m) (m2) (mm) (mm)
280
M Retak Blok 1 5 3.5 17.5 2 100.000%
L Retak Memanjang 1 5.1 0.006 0.0306 6 0.175%
281 M Retak Memanjang 2
2.2 0.001 0.0022 1
0.015%
0.41 0.001 0.00041 1
282
M Retak blok 1 3.8 3.5 13.3 1 76.000%
L Retak Memanjang 1 3.7 0.002 0.0074 2 0.042%
283
R Retak Melintang 2
0.51 0.002 0.00102 2
0.024%
No. Segmen
283
R Retak Melintang 2
3.1 0.001 0.0031 1
0.024%
M Retak Blok 1 3.5 2.4 8.4 1 48.000%
