B6
Summary of Cracking Index Survey Result
Section length
(m)
Km
0+000
0+500
1+000
1+500
2+000
2+500
3+000
3+500
4+000
4+500
5+000
5+500
6+000
6+500
7+000
7+500
8+000
8+500
9+000
9+500
10+000
10+500
11+000
11+500
12+000
12+500
13+000
13+500
14+000
14+500
15+000
15+500
16+000
16+500
17+000
17+500
18+000
18+500
19+000
19+500
20+000
20+500
21+000
21+500
22+000
22+500
23+000
23+500
24+000
24+500
25+000
25+500
26+000
26+500
27+000
27+500
28+000
28+500
29+000
29+500
30+000
-
0+500
1+000
1+500
2+000
2+500
3+000
3+500
4+000
4+500
5+000
5+500
6+000
6+500
7+000
7+500
8+000
8+500
9+000
9+500
10+000
10+500
11+000
11+500
12+000
12+500
13+000
13+500
14+000
14+500
15+000
15+500
16+000
16+500
17+000
17+500
18+000
18+500
19+000
19+500
20+000
20+500
21+000
21+500
22+000
22+500
23+000
23+500
24+000
24+500
25+000
25+500
26+000
26+500
27+000
27+500
28+000
28+500
29+000
29+500
30+000
30+500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
Average of CI
(every 500m)
2
(cm/m )
47
56
52
46
45
72
87
65
60
61
64
59
61
54
53
53
39
43
38
36
31
51
61
40
40
51
42
41
45
58
53
27
40
24
40
30
31
24
18
24
33
12
11
19
16
18
3
7
12
7
9
9
11
19
12
13
12
4
Type 1
Percentage of concrete panel
Type 2
Type 3
Type 4
(CI＜10)
(10≦CI＜30)
(60≦CI)
4.5%
4.4%
1.6%
0.0%
1.2%
0.4%
0.0%
1.2%
0.4%
0.0%
4.8%
0.0%
0.0%
0.0%
0.0%
2.0%
1.6%
3.2%
16.7%
7.3%
10.3%
3.2%
3.6%
5.9%
5.5%
8.7%
5.2%
6.0%
9.3%
29.5%
11.4%
35.0%
13.1%
37.3%
15.5%
39.7%
23.0%
38.5%
57.0%
34.8%
26.8%
61.8%
64.3%
55.5%
60.7%
55.2%
91.5%
81.9%
61.4%
74.0%
65.2%
69.9%
69.8%
53.7%
65.9%
67.1%
71.8%
89.2%
B6-1
25.0%
20.6%
22.8%
43.6%
35.3%
5.5%
0.8%
8.3%
8.0%
11.1%
8.8%
12.3%
13.3%
18.4%
16.3%
27.4%
47.6%
35.6%
28.2%
51.3%
33.2%
16.5%
8.9%
49.2%
47.2%
13.9%
36.8%
38.5%
31.5%
2.0%
18.1%
33.3%
27.0%
29.0%
30.6%
16.3%
38.9%
34.5%
19.1%
34.8%
33.1%
28.9%
28.7%
20.3%
20.1%
27.4%
6.9%
12.5%
29.1%
22.4%
31.6%
25.4%
17.5%
26.4%
22.2%
19.0%
15.7%
7.2%
(30≦CI＜60)
41.5%
32.3%
46.8%
34.8%
45.7%
26.1%
9.7%
38.1%
42.0%
43.7%
28.8%
47.6%
41.5%
50.4%
51.6%
36.9%
41.1%
46.8%
38.5%
30.8%
37.2%
50.8%
38.7%
29.1%
35.4%
46.0%
39.2%
39.3%
32.3%
9.4%
30.3%
18.7%
39.7%
25.4%
29.8%
27.8%
29.8%
19.0%
16.4%
24.8%
22.4%
8.1%
5.7%
18.4%
12.8%
10.5%
0.8%
4.0%
7.1%
3.1%
3.2%
4.7%
9.5%
11.0%
9.5%
10.3%
6.0%
1.8%
29.0%
42.7%
28.8%
21.6%
17.8%
68.0%
89.5%
52.4%
49.6%
45.2%
57.6%
40.1%
45.2%
31.2%
32.2%
33.7%
9.8%
14.4%
16.7%
10.7%
19.2%
29.4%
48.8%
15.7%
11.8%
31.3%
18.8%
16.3%
27.0%
59.1%
40.2%
13.0%
20.2%
8.3%
24.2%
16.3%
8.3%
7.9%
7.4%
5.6%
17.7%
1.2%
1.2%
5.9%
6.4%
6.9%
0.8%
1.6%
2.4%
0.4%
0.0%
0.0%
3.2%
8.9%
2.4%
3.6%
6.5%
1.8%
Summary of Cracking Index Survey Result
Section length
(m)
Km
30+500
31+000
31+500
32+000
32+500
33+000
33+500
34+000
34+500
35+000
35+500
36+000
36+500
37+000
37+500
38+000
38+500
39+000
39+500
40+000
40+500
41+000
41+500
42+000
42+500
43+000
43+500
44+000
44+500
45+000
45+500
46+000
46+500
47+000
47+500
48+000
48+500
49+000
49+500
50+000
50+500
51+000
51+500
52+000
52+500
53+000
53+500
54+000
54+500
55+000
55+500
56+000
56+500
57+000
57+500
58+000
58+500
59+000
59+500
60+000
60+500
-
31+000
31+500
32+000
32+500
33+000
33+500
34+000
34+500
35+000
35+500
36+000
36+500
37+000
37+500
38+000
38+500
39+000
39+500
40+000
40+500
41+000
41+500
42+000
42+500
43+000
43+500
44+000
44+500
45+000
45+500
46+000
46+500
47+000
47+500
48+000
48+500
49+000
49+500
50+000
50+500
51+000
51+500
52+000
52+500
53+000
53+500
54+000
54+500
55+000
55+500
56+000
56+500
57+000
57+500
58+000
58+500
59+000
59+500
60+000
60+500
61+000
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
Average of CI
(every 500m)
(cm/m2)
19
4
7
7
11
11
4
12
18
17
18
34
16
18
13
3
21
27
9
6
15
13
6
5
11
45
37
36
24
40
46
27
27
31
29
43
33
38
33
29
33
8
9
9
22
19
19
11
8
6
9
21
24
24
32
31
28
42
49
30
25
Type 1
Percentage of concrete panel
Type 2
Type 3
Type 4
(CI＜10)
(10≦CI＜30)
(60≦CI)
54.9%
79.0%
65.5%
71.6%
65.3%
60.4%
83.8%
61.1%
43.6%
53.4%
60.2%
25.8%
60.3%
54.4%
62.7%
91.5%
57.8%
15.1%
68.3%
77.2%
53.6%
56.3%
83.6%
84.5%
69.4%
19.7%
31.3%
24.4%
48.8%
13.5%
9.8%
38.9%
34.8%
28.3%
26.0%
4.8%
18.3%
6.4%
13.2%
18.8%
16.7%
75.2%
69.7%
68.5%
39.4%
45.1%
40.6%
63.3%
74.4%
80.4%
72.6%
45.6%
45.6%
37.6%
27.3%
19.3%
26.5%
9.0%
6.3%
19.8%
32.5%
B6-2
25.0%
19.5%
31.0%
24.5%
22.8%
28.6%
12.7%
25.5%
36.1%
24.0%
19.5%
35.0%
22.6%
26.8%
23.2%
5.0%
16.1%
55.0%
26.2%
20.8%
31.9%
35.3%
9.6%
11.5%
19.0%
13.4%
10.2%
16.9%
9.8%
21.4%
18.0%
19.4%
24.4%
29.9%
41.1%
26.8%
34.2%
34.6%
46.0%
41.2%
33.3%
21.2%
29.5%
27.4%
32.2%
36.9%
43.7%
25.4%
22.4%
17.6%
20.6%
27.0%
16.1%
33.1%
24.5%
37.6%
28.5%
22.5%
9.2%
35.6%
31.0%
(30≦CI＜60)
8.8%
1.5%
3.5%
3.4%
8.4%
9.4%
3.4%
12.0%
15.8%
16.7%
12.6%
22.5%
11.1%
12.0%
10.9%
2.7%
17.9%
26.1%
4.4%
2.0%
12.9%
8.3%
5.2%
3.6%
8.1%
34.5%
36.7%
49.2%
34.0%
48.0%
46.5%
32.9%
33.6%
28.7%
26.0%
54.1%
40.8%
52.1%
32.4%
36.4%
42.3%
3.1%
0.8%
4.0%
25.8%
13.1%
15.7%
10.9%
2.8%
2.0%
6.0%
24.6%
33.9%
24.8%
37.5%
40.1%
40.5%
51.0%
56.8%
39.1%
31.5%
11.3%
0.0%
0.0%
0.5%
3.5%
1.6%
0.0%
1.4%
4.5%
5.9%
7.7%
16.7%
6.0%
6.8%
3.2%
0.8%
8.3%
3.7%
1.2%
0.0%
1.6%
0.0%
1.6%
0.4%
3.5%
32.4%
21.9%
9.4%
7.4%
17.1%
25.8%
8.7%
7.2%
13.0%
6.9%
14.3%
6.7%
6.8%
8.4%
3.6%
7.7%
0.4%
0.0%
0.0%
2.5%
4.9%
0.0%
0.4%
0.4%
0.0%
0.8%
2.8%
4.4%
4.5%
10.6%
3.0%
4.5%
17.5%
27.7%
5.4%
5.0%
Summary of Cracking Index Survey Result
Section length
(m)
Km
61+000
61+500
62+000
62+500
63+000
63+500
64+000
64+500
65+000
65+500
66+000
66+500
67+000
67+500
68+000
68+500
69+000
69+500
70+000
70+500
71+000
71+500
72+000
72+500
73+000
73+500
74+000
74+500
75+000
75+500
76+000
76+500
77+000
77+500
78+000
78+500
79+000
79+500
80+000
80+500
81+000
81+500
82+000
82+500
83+000
83+500
84+000
84+500
85+000
85+500
86+000
86+500
87+000
87+500
88+000
88+500
89+000
89+500
90+000
90+500
91+000
-
61+500
62+000
62+500
63+000
63+500
64+000
64+500
65+000
65+500
66+000
66+500
67+000
67+500
68+000
68+500
69+000
69+500
70+000
70+500
71+000
71+500
72+000
72+500
73+000
73+500
74+000
74+500
75+000
75+500
76+000
76+500
77+000
77+500
78+000
78+500
79+000
79+500
80+000
80+500
81+000
81+500
82+000
82+500
83+000
83+500
84+000
84+500
85+000
85+500
86+000
86+500
87+000
87+500
88+000
88+500
89+000
89+500
90+000
90+500
91+000
91+500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
Average of CI
(every 500m)
(cm/m2)
9
20
47
38
29
35
36
40
44
64
65
48
43
42
51
61
64
59
43
56
37
46
49
54
57
70
66
68
32
9
7
15
23
35
23
36
39
42
28
24
22
38
46
40
45
55
49
58
61
80
83
46
53
47
52
51
69
86
82
69
73
Type 1
Percentage of concrete panel
Type 2
Type 3
Type 4
(CI＜10)
(10≦CI＜30)
(60≦CI)
72.8%
41.6%
11.1%
14.0%
31.4%
23.0%
32.7%
8.8%
3.6%
6.0%
1.2%
3.6%
6.9%
8.9%
1.6%
1.2%
0.8%
0.8%
21.2%
2.9%
12.4%
0.8%
2.0%
1.2%
2.4%
0.0%
0.4%
0.0%
32.3%
74.4%
79.0%
55.6%
33.2%
17.2%
35.2%
0.4%
0.8%
8.4%
31.5%
30.5%
31.6%
14.3%
9.2%
7.3%
8.1%
4.8%
7.9%
5.6%
2.8%
2.4%
0.8%
7.3%
5.3%
10.8%
4.0%
25.4%
0.8%
0.4%
0.0%
0.8%
0.4%
B6-3
14.9%
37.6%
22.2%
20.5%
32.6%
36.3%
21.2%
34.8%
37.1%
18.3%
16.0%
27.6%
39.9%
34.6%
17.1%
8.7%
8.9%
11.1%
24.8%
22.3%
33.9%
35.6%
22.6%
17.1%
10.3%
6.0%
9.8%
2.4%
14.6%
16.0%
15.1%
27.8%
39.6%
31.6%
42.8%
62.7%
57.1%
34.0%
29.4%
46.3%
49.2%
31.3%
30.8%
39.5%
29.4%
16.7%
20.2%
11.1%
12.3%
4.1%
2.8%
21.4%
15.2%
29.2%
18.1%
7.0%
6.6%
2.4%
0.8%
5.6%
6.0%
(30≦CI＜60)
10.9%
19.8%
36.9%
51.5%
24.2%
23.0%
21.6%
40.4%
40.3%
24.6%
24.2%
42.4%
32.7%
37.4%
54.1%
44.8%
35.5%
44.3%
24.0%
38.0%
44.2%
46.0%
47.2%
46.0%
49.6%
33.3%
34.3%
40.4%
38.9%
8.4%
6.0%
16.3%
25.2%
39.6%
18.0%
30.6%
29.8%
38.4%
30.2%
20.3%
16.8%
38.9%
32.0%
38.3%
38.7%
38.1%
40.9%
37.3%
39.7%
16.3%
15.0%
51.6%
45.1%
30.0%
47.2%
24.2%
34.8%
11.7%
14.8%
27.4%
25.2%
1.5%
1.0%
29.8%
14.0%
11.9%
17.7%
24.5%
16.0%
19.0%
51.2%
58.6%
26.4%
20.6%
19.1%
27.2%
45.2%
54.8%
43.9%
30.0%
36.8%
9.5%
17.6%
28.2%
35.7%
37.7%
60.7%
55.5%
57.2%
14.2%
1.2%
0.0%
0.4%
2.0%
11.6%
4.0%
6.3%
12.3%
19.2%
8.9%
2.8%
2.4%
15.5%
28.0%
14.9%
23.8%
40.5%
31.0%
46.0%
45.2%
77.2%
81.4%
19.8%
34.4%
30.0%
30.6%
43.4%
57.8%
85.5%
84.4%
66.1%
68.4%
Summary of Cracking Index Survey Result
Section length
(m)
Km
91+500
92+000
92+500
93+000
93+500
94+000
94+500
95+000
95+500
96+000
96+500
97+000
97+500
98+000
98+500
99+000
99+500
100+000
100+500
101+000
101+500
102+000
102+500
103+000
103+500
104+000
104+500
105+000
105+500
106+000
106+500
107+000
107+500
108+000
108+500
109+000
109+500
110+000
110+500
111+000
111+500
112+000
112+500
113+000
113+500
114+000
114+500
115+000
-
92+000
92+500
93+000
93+500
94+000
94+500
95+000
95+500
96+000
96+500
97+000
97+500
98+000
98+500
99+000
99+500
100+000
100+500
101+000
101+500
102+000
102+500
103+000
103+500
104+000
104+500
105+000
105+500
106+000
106+500
107+000
107+500
108+000
108+500
109+000
109+500
110+000
110+500
111+000
111+500
112+000
112+500
113+000
113+500
114+000
114+500
115+000
115+500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
Average of CI
(every 500m)
(cm/m2)
68
59
53
64
78
54
44
38
38
51
81
68
42
78
84
93
90
82
85
94
96
95
91
84
79
91
78
64
96
99
98
98
100
99
98
93
93
95
90
93
96
95
92
93
89
92
64
30
Total
Type 1
Percentage of concrete panel
Type 2
Type 3
Type 4
(CI＜10)
(10≦CI＜30)
(60≦CI)
0.8%
4.0%
0.4%
0.4%
0.0%
2.4%
4.0%
16.5%
10.4%
9.7%
0.4%
1.3%
8.9%
0.8%
0.0%
0.0%
0.0%
0.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.4%
0.4%
0.8%
0.4%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
21.7%
9.8%
23.5%
B6-4
16.4%
18.3%
26.6%
10.7%
6.4%
23.4%
35.6%
29.8%
40.4%
28.2%
3.2%
9.7%
31.7%
4.5%
3.7%
0.4%
0.8%
2.8%
2.0%
0.4%
0.0%
1.2%
0.4%
6.6%
4.8%
1.2%
9.1%
18.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
1.2%
0.0%
0.0%
0.0%
0.0%
0.0%
0.5%
1.0%
0.0%
1.0%
1.0%
4.8%
50.8%
21.0%
(30≦CI＜60)
24.4%
29.0%
41.1%
36.1%
16.0%
38.3%
40.0%
36.3%
37.2%
24.2%
16.1%
30.1%
39.4%
19.7%
11.8%
4.0%
10.4%
12.5%
15.6%
2.9%
1.6%
3.3%
11.9%
8.6%
18.0%
7.7%
15.3%
31.2%
2.5%
0.0%
2.4%
1.6%
0.0%
0.4%
0.8%
5.2%
5.7%
1.5%
5.5%
3.9%
0.0%
0.5%
3.0%
1.0%
9.0%
3.5%
17.0%
20.5%
24.4%
58.4%
48.8%
31.9%
52.9%
77.6%
35.9%
20.4%
17.3%
12.0%
37.9%
80.2%
58.8%
19.9%
75.0%
84.6%
95.6%
88.8%
84.3%
82.4%
96.7%
98.4%
95.5%
87.7%
84.4%
76.8%
90.2%
75.2%
49.6%
97.5%
100.0%
97.6%
98.4%
100.0%
99.6%
99.2%
92.7%
94.3%
98.5%
94.5%
96.1%
100.0%
99.0%
96.0%
99.0%
90.0%
95.5%
56.5%
18.9%
31.1%
B7-2　Calibration Results with Bump Integrator and Merlin
No.
Test Section (Km)
Section length
(km)
Roughness
BI (mm/km)
Merlin Scale
D (mm)
Note
1
-0+010 - 0+190
0.2
2,383
74
Asphaltic Concrete
2
6+000 - 6+200
0.2
4,483
166
Concrete Pavement
3
14+500 - 14+700
0.2
5,000
176
Concrete Pavement
4
19+500 - 19+700
0.2
5,050
238
Concrete Pavement
5
27+000 - 27+200
0.2
3,117
156
Concrete Pavement
6
83+000 - 83+200
0.2
2,933
146
Concrete Pavement
7
102+500 - 102+700
0.2
5,733
214
Concrete Pavement
8
105+800 - 106+000
0.2
13,067
416
Concrete Pavement
9
106+800 - 107+000
0.2
9,483
316
Concrete Pavement
10
109+300 - 109+500
0.2
5,967
300
Concrete Pavement
Calibration Relationships for BI
15000
BI at 32km/h (mm/km)
Concrete pavement
12000
Asphaltic concrete
線形 (Concrete pavement)
9000
BI = -1832 + 33.5D
(R2 = 0.8879)
6000
3000
0
0
100
200
300
400
500
Merlin Scale D (mm)
上記キャリブレーション結果より、BI と Merline Scale の関係は次式で示される。
BI = -1832 + 33.5D
したがって、
D = (BI + 1832) / 33.5
………… (1) 式
一方、既知のMerlin Scale と IRIの関係式は次式で示されている。
IRI = 0.593 + 0.0471D
………… (2) 式
(1) 式および (2) 式より、
IRI = 0.593 + 0.0471 × ((BI +1832) / 33.5)
B7-2-1
Calibration Test with Bump Integrator
Operator
Manuwar
Date
18-Apr-04
Car Type
Toyota Hiace Wagon
Operation Speed
Section No.
1
2
3
4
5
6
7
8
9
10
32 km/h
Test Section Section
Test No.
(Km)
length (km)
-0+010 0+190
6+000 6+200
14+500 14+700
19+500 19+700
27+000 27+200
83+000 83+200
102+500 102+700
105+800 106+000
106+800 107+000
109+300 109+500
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
Reading
BI at 32km/h
(mm/km)
1-1
51
2,550
1-2
47
2,350
1-3
45
2,250
2-1
93
4,650
2-2
87
4,350
2-3
89
4,450
3-1
95
4,750
3-2
87
4,350
3-3
118
5,900
4-1
99
4,950
4-2
98
4,900
4-3
106
5,300
5-1
63
3,150
5-2
60
3,000
5-3
64
3,200
6-1
61
3,050
6-2
57
2,850
6-3
58
2,900
7-1
114
5,700
7-2
114
5,700
7-3
116
5,800
8-1
257
12,850
8-2
266
13,300
8-3
261
13,050
9-1
190
9,500
9-2
188
9,400
9-3
191
9,550
10-1
112
5,600
10-2
127
6,350
10-3
119
5,950
B7-2-2
BI Average
(mm/km)
Note
2,383
Asphaltic
Concrete
4,483
Concrete
Pavement
5,000
Concrete
Pavement
5,050
Concrete
Pavement
3,117
Concrete
Pavement
2,933
Concrete
Pavement
5,733
Concrete
Pavement
13,067
Concrete
Pavement
9,483
Concrete
Pavement
5,967
Concrete
Pavement
B7-3　Road Roughness Measurement with Bump Integrator 1/3
Sheet 1/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
1
0.0 - 0.5
148
2
0.5 - 1.0
170
3
1.0 - 1.5
194
4
1.5 - 2.0
24
5
2.0 - 2.5
320
6
2.5 - 3.0
262
7
3.0 - 3.5
223
8
3.5 - 4.0
257
9
4.0 - 4.5
244
10
4.5 - 5.0
345
11
5.0 - 5.5
262
12
5.5 - 6.0
224
13
6.0 - 6.5
198
14
6.5 - 7.0
268
15
7.0 - 7.5
265
16
7.5 - 8.0
236
17
8.0 - 8.5
237
18
8.5 - 9.0
251
19
9.0 - 9.5
283
20
9.5 - 10.0
245
21
10.0 - 10.5
225
22
10.5 - 11.0
238
23
11.0 - 11.5
254
24
11.5 - 12.0
234
25
12.0 - 12.5
229
26
12.5 - 13.0
260
27
13.0 - 13.5
251
28
13.5 - 14.0
258
29
14.0 - 14.5
245
30
14.5 - 15.0
254
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
31
15.0 - 15.5
285
32
15.5 - 16.0
242
33
16.0 - 16.5
343
34
16.5 - 17.0
258
35
17.0 - 17.5
228
36
17.5 - 18.0
224
37
18.0 - 18.5
266
38
18.5 - 19.0
252
39
19.0 - 19.5
253
40
19.5 - 20.0
229
41
20.0 - 20.5
225
42
20.5 - 21.0
212
43
21.0 - 21.5
206
44
21.5 - 22.0
210
45
22.0 - 22.5
167
46
22.5 - 23.0
159
47
23.0 - 23.5
181
48
23.5 - 24.0
185
49
24.0 - 24.5
213
50
24.5 - 25.0
180
51
25.0 - 25.5
215
52
25.5 - 26.0
219
53
26.0 - 26.5
184
54
26.5 - 27.0
174
55
27.0 - 27.5
179
56
27.5 - 28.0
171
57
28.0 - 28.5
207
58
28.5 - 29.0
166
59
29.0 - 29.5
209
60
29.5 - 30.0
185
B7-3-1
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 2/8
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
61
30.0 - 30.5
175
62
30.5 - 31.0
192
63
31.0 - 31.5
180
64
31.5 - 32.0
208
65
32.0 - 32.5
163
66
32.5 - 33.0
195
67
33.0 - 33.5
185
68
33.5 - 34.0
179
69
34.0 - 34.5
213
70
34.5 - 35.0
200
71
35.0 - 35.5
220
72
35.5 - 36.0
220
73
36.0 - 36.5
216
74
36.5 - 37.0
220
75
37.0 - 37.5
195
76
37.5 - 38.0
159
77
38.0 - 38.5
152
78
38.5 - 39.0
200
79
39.0 - 39.5
190
80
39.5 - 40.0
200
81
40.0 - 40.5
191
82
40.5 - 41.0
214
83
41.0 - 41.5
179
84
41.5 - 42.0
181
85
42.0 - 42.5
175
86
42.5 - 43.0
190
87
43.0 - 43.5
264
88
43.5 - 44.0
249
89
44.0 - 44.5
255
90
44.5 - 45.0
275
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
91
45.0 - 45.5
271
92
45.5 - 46.0
266
93
46.0 - 46.5
243
94
46.5 - 47.0
234
95
47.0 - 47.5
246
96
47.5 - 48.0
213
97
48.0 - 48.5
236
98
48.5 - 49.0
211
99
49.0 - 49.5
222
100
49.5 - 50.0
255
101
50.0 - 50.5
260
102
50.5 - 51.0
233
103
51.0 - 51.5
246
104
51.5 - 52.0
266
105
52.0 - 52.5
237
106
52.5 - 53.0
244
107
53.0 - 53.5
258
108
53.5 - 54.0
241
109
54.0 - 54.5
212
110
54.5 - 55.0
182
111
55.0 - 55.5
158
112
55.5 - 56.0
172
113
56.0 - 56.5
156
114
56.5 - 57.0
162
115
57.0 - 57.5
219
116
57.5 - 58.0
145
117
58.0 - 58.5
155
118
58.5 - 59.0
145
119
59.0 -59.5
132
120
59.5 - 60.0
170
B7-3-2
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 3/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
121
60.0 - 60.5
170
122
60.5 - 61.0
174
123
61.0 - 61.5
158
124
61.5 - 62.0
164
125
62.0 - 62.5
189
126
62.5 - 63.0
178
127
63.0 - 63.5
223
128
63.5 - 64.0
210
129
64.0 - 64.5
215
130
64.5 - 65.0
196
131
65.0 - 65.5
207
132
65.5 - 66.0
224
133
66.0 - 66.5
170
134
66.5 - 67.0
200
135
67.0 - 67.5
201
136
67.5 - 68.0
244
137
68.0 - 68.5
254
138
68.5 - 69.0
277
139
69.0 - 69.5
325
140
69.5 - 70.0
300
141
70.0 - 70.5
280
142
70.5 - 71.0
301
143
71.0 - 71.5
278
144
71.5 - 72.0
288
145
72.0 - 72.5
207
146
72.5 - 73.0
224
147
73.0 - 73.5
211
148
73.5 - 74.0
279
149
74.0 - 74.5
268
150
74.5 - 75.0
246
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
151
75.0 - 75.5
263
152
75.5 - 76.0
237
153
76.0 - 76.5
209
154
76.5 - 77.0
227
155
77.0 - 77.5
204
156
77.5 - 78.0
254
157
78.0 - 78.5
272
158
78.5 - 79.0
197
159
79.0 - 79.5
167
160
79.5 - 80.0
166
161
80.0 - 80.5
179
162
80.5 - 81.0
170
163
81.0 - 81.5
237
164
81.5 - 82.0
170
165
82.0 - 82.5
169
166
82.5 - 83.0
153
167
83.0 - 83.5
148
168
83.5 - 84.0
147
169
84.0 - 84.5
147
170
84.5 - 85.0
175
171
85.0 - 85.5
169
172
85.5 - 86.0
176
173
86.0 - 86.5
208
174
86.5 - 87.0
189
175
87.0 - 87.5
204
176
87.5 - 88.0
219
177
88.0 - 88.5
202
178
88.5 - 89.0
237
179
89.0 - 89.5
187
180
89.5 - 90.0
231
B7-3-3
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 4/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
181
90.0 - 90.5
242
182
90.5 - 91.0
203
183
91.0 - 91.5
234
184
91.5 - 92.0
211
185
92.0 - 92.5
229
186
92.5 - 93.0
207
187
93.0 - 93.5
198
188
93.5 - 94.0
235
189
94.0 - 94.5
207
190
94.5 - 95.0
221
191
95.0 - 95.5
180
192
95.5 - 96.0
180
193
96.0 - 96.5
199
194
96.5 - 97.0
241
195
97.0 - 97.5
202
196
97.5 - 98.0
217
197
98.0 - 98.5
241
198
98.5 - 99.0
225
199
99.0 - 99.5
225
200
99.5 - 100.0
240
201 100.0 - 100.5
259
202 100.5 - 101.0
248
203 101.0 - 101.5
236
204 101.5 - 102.0
273
205 102.0 - 102.5
298
206 102.5 - 103.0
302
207 103.0 - 103.5
337
208 103.5 - 104.0
303
209 104.0 - 104.5
393
210 104.5 - 105.0
324
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
211 105.0 - 105.5
306
212 105.5 - 106.0
540
213 106.0 - 106.5
552
214 106.5 - 107.0
427
215 107.0 - 107.5
399
216 107.5 - 108.0
370
217 108.0 - 108.5
393
218 108.5 - 109.0
404
219 109.0 - 109.5
363
220 109.5 - 110.0
338
221 110.0 - 110.5
327
222 110.5 - 111.0
314
223 111.0 - 111.5
312
224 111.5 - 112.0
312
225 112.0 - 112.5
306
226 112.5 - 113.0
295
227 113.0 - 113.5
312
228 113.5 - 114.0
278
229 114.0 - 114.5
327
230 114.5 - 115.0
268
231 115.0 - 115.5
228
232 115.5 - 115.0
225
233 115.0 - 114.5
326
234 114.5 - 114.0
385
235 114.0 - 113.5
353
236 113.5 - 113.0
333
237 113.0 - 112.5
344
238 112.5 - 112.0
362
239 112.0 - 111.5
363
240 111.5 - 111.0
364
B7-3-4
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 5/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
241 111.0 - 110.5
365
242 110.5 - 110.0
372
243 110.0 - 109.5
343
244 109.5 - 109.0
389
245 109.0 - 108.5
471
246 108.5 - 108.0
450
247 108.0 - 107.5
436
248 107.5 - 107.0
451
249 107.0 - 106.5
408
250 106.5 - 106.0
512
251 106.0 - 105.5
654
252 105.5 - 105.0
334
253 105.0 - 104.5
354
254 104.5 - 104.0
341
255 104.0 - 103.5
295
256 103.5 - 103.0
342
257 103.0 - 102.5
330
258 102.5 - 102.0
363
259 102.0 - 101.5
314
260 101.5 - 101.0
281
261 101.0 - 100.5
294
262 100.5 - 100.0
298
263
100.0 - 99.5
276
264
99.5 - 99.0
272
265
99.0 - 98.5
242
266
98.5 - 98.0
258
267
98.0 - 97.5
218
268
97.5 - 97.0
220
269
97.0 - 96.5
258
270
96.5 - 96.0
254
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
271
96.0 - 95.5
212
272
95.5 - 95.0
215
273
95.0 - 94.5
211
274
94.5 - 94.0
201
275
94.0 - 93.5
258
276
93.5 - 93.0
236
277
93.0 - 92.5
207
278
92.5 - 92.0
236
279
92.0 - 91.5
239
280
91.5 - 91.0
268
281
91.0 - 90.5
211
282
90.5 - 90.0
271
283
90.0 - 89.5
287
284
89.5 - 89.0
199
285
89.0 - 88.5
226
286
88.5 - 88.0
204
287
88.0 - 87.5
216
288
87.5 - 87.0
218
289
87.0 - 86.5
232
290
86.5 - 86.0
280
291
86.0 - 85.5
214
292
85.5 - 85.0
211
293
85.0 - 84.5
227
294
84.5 - 84.0
221
295
84.0 - 83.5
245
296
83.5 - 83.0
182
297
83.0 - 82.5
185
298
82.5 - 82.0
216
299
82.0 - 81.5
220
300
81.5 - 81.0
264
B7-3-5
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 6/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
301
81.0 - 80.5
208
302
80.5 - 80.0
209
303
80.0 - 79.5
182
304
79.5 - 79.0
192
305
79.0 - 78.5
219
306
78.5 - 78.0
230
307
78.0 - 77.5
201
308
77.5 - 77.0
190
309
77.0 - 76.5
209
310
76.5 - 76.0
214
311
76.0 - 75.5
211
312
75.5 - 75.0
226
313
75.0 - 74.5
237
314
74.5 - 74.0
308
315
74.0 - 73.5
264
316
73.5 - 73.0
213
317
73.0 - 72.5
236
318
72.5 - 72.0
209
319
72.0 - 71.5
323
320
71.5 - 71.0
292
321
71.0 - 70.5
297
322
70.5 - 70.0
307
323
70.0 - 69.5
329
324
69.5 - 69.0
356
325
69.0 - 68.5
322
326
68.5 - 68.0
295
327
68.0 - 67.5
297
328
67.5 - 67.0
237
329
67.0 - 66.5
237
330
66.5 - 66.0
260
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
331
66.0 - 65.5
323
332
65.5 - 65.0
281
333
65.0 - 64.5
316
334
64.5 - 64.0
284
335
64.0 - 63.5
257
336
63.5 - 63.0
295
337
63.0 - 62.5
261
338
62.5 - 62.0
267
339
62.0 - 61.5
222
340
61.5 - 61.0
225
341
61.0 - 60.5
267
342
60.5 - 60.0
256
343
60.0 - 59.5
250
344
59.5 - 59.0
210
345
59.0 - 58.5
239
346
58.5 - 58.0
243
347
58.0 - 57.5
229
348
57.5 - 57.0
302
349
57.0 - 56.5
269
350
56.5 - 56.0
206
351
56.0 - 55.5
224
352
55.5 - 55.0
220
353
55.0 - 54.5
237
354
54.5 - 54.0
258
355
54.0 - 53.5
272
356
53.5 - 53.0
281
357
53.0 - 52.5
261
358
52.5 - 52.0
248
359
52.0 - 51.5
279
360
51.5 - 51.0
264
B7-3-6
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 7/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
361
51.0 - 50.5
263
362
50.5 - 50.0
231
363
50.0 - 49.5
252
364
49.5 - 49.0
207
365
49.0 - 48.5
212
366
48.5 - 48.0
246
367
48.0 - 47.5
253
368
47.5 - 47.0
256
369
47.0 - 46.5
230
370
46.5 - 46.0
257
371
46.0 - 45.5
296
372
45.5 - 45.0
259
373
45.0 - 44.5
282
374
44.5 - 44.0
295
375
44.0 - 43.5
264
376
43.5 - 43.0
242
377
43.0 - 42.5
157
378
42.5 - 42.0
162
379
42.0 - 41.5
183
380
41.5 - 41.0
221
381
41.0 - 40.5
251
382
40.5 - 40.0
201
383
40.0 - 39.5
244
384
39.5 - 39.0
207
385
39.0 - 38.5
235
386
38.5 - 38.0
181
387
38.0 - 37.5
167
388
37.5 - 37.0
293
389
37.0 - 36.5
279
390
36.5 - 36.0
312
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
391
36.0 - 35.5
318
392
35.5 - 35.0
305
393
35.0 - 34.5
260
394
34.5 - 34.0
200
395
34.0 - 33.5
190
396
33.5 - 33.0
179
397
33.0 - 32.5
183
398
32.5 - 32.0
182
399
32.0 - 31.5
186
400
31.5 - 31.0
193
401
31.0 - 30.5
196
402
30.5 - 30.0
167
403
30.0 - 29.5
193
404
29.5 - 29.0
244
405
29.0 - 28.5
176
406
28.5 - 28.0
213
407
28.0 - 27.5
206
408
27.5 - 27.0
197
409
27.0 - 26.5
252
410
26.5 - 26.0
196
411
26.0 - 25.5
244
412
25.5 - 25.0
277
413
25.0 - 24.5
179
414
24.5 - 24.0
286
415
24.0 - 23.5
231
416
23.5 - 23.0
235
417
23.0 - 22.5
172
418
22.5 - 22.0
216
419
22.0 - 21.5
272
420
21.5 - 21.0
221
B7-3-7
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 8/8
BI - 1
Manuwar
18-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
421
21.0 - 20.5
265
422
20.5 - 20.0
280
423
20.0 - 19.5
227
424
19.5 - 19.0
281
425
19.0 - 18.5
246
426
18.5 - 18.0
326
427
18.0 - 17.5
267
428
17.5 - 17.0
306
429
17.0 - 16.5
343
430
16.5 - 16.0
346
431
16.0 - 15.5
255
432
15.5 - 15.0
273
433
15.0 - 14.5
275
434
14.5 - 14.0
316
435
14.0 - 13.5
298
436
13.5 - 13.0
311
437
13.0 - 12.5
342
438
12.5 - 12.0
252
439
12.0 - 11.5
196
440
11.5 - 11.0
274
441
11.0 - 10.5
196
442
10.5 - 10.0
287
443
10.0 - 9.5
241
444
9.5 - 9.0
284
445
9.0 - 8.5
257
446
8.5 - 8.0
261
447
8.0 - 7.5
303
448
7.5 - 7.0
311
449
7.0 - 6.5
334
450
6.5 - 6.0
231
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
B7-3-8
No.
KM
Reading
451
6.0 - 5.5
247
452
5.5 - 5.0
281
453
5.0 - 4.5
249
454
4.5 - 4.0
319
455
4.0 - 3.5
286
456
3.5 - 3.0
251
457
3.0 - 2.5
297
458
2.5 - 2.0
286
459
2.0 - 1.5
254
460
1.5 - 1.0
261
461
1.0 - 0.5
209
462
0.5 - 0.0
149
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
B7-4 Road Roughness Measurement with Bump Integrator 2/3
Sheet 1/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
1
0.0 - 0.5
164
2
0.5 - 1.0
200
3
1.0 - 1.5
204
4
1.5 - 2.0
267
5
2.0 - 2.5
320
6
2.5 - 3.0
277
7
3.0 - 3.5
252
8
3.5 - 4.0
249
9
4.0 - 4.5
238
10
4.5 - 5.0
291
11
5.0 - 5.5
281
12
5.5 - 6.0
190
13
6.0 - 6.5
200
14
6.5 - 7.0
233
15
7.0 - 7.5
221
16
7.5 - 8.0
230
17
8.0 - 8.5
221
18
8.5 - 9.0
258
19
9.0 - 9.5
309
20
9.5 - 10.0
252
21
10.0 - 10.5
245
22
10.5 - 11.0
268
23
11.0 - 11.5
258
24
11.5 - 12.0
216
25
12.0 - 12.5
231
26
12.5 - 13.0
300
27
13.0 - 13.5
254
28
13.5 - 14.0
277
29
14.0 - 14.5
258
30
14.5 - 15.0
263
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
31
15.0 - 15.5
315
32
15.5 - 16.0
245
33
16.0 - 16.5
324
34
16.5 - 17.0
306
35
17.0 - 17.5
250
36
17.5 - 18.0
241
37
18.0 - 18.5
292
38
18.5 - 19.0
269
39
19.0 - 19.5
268
40
19.5 - 20.0
241
41
20.0 - 20.5
227
42
20.5 - 21.0
233
43
21.0 - 21.5
226
44
21.5 - 22.0
219
45
22.0 - 22.5
188
46
22.5 - 23.0
186
47
23.0 - 23.5
176
48
23.5 - 24.0
214
49
24.0 - 24.5
216
50
24.5 - 25.0
186
51
25.0 - 25.5
228
52
25.5 - 26.0
193
53
26.0 - 26.5
191
54
26.5 - 27.0
177
55
27.0 - 27.5
180
56
27.5 - 28.0
162
57
28.0 - 28.5
211
58
28.5 - 29.0
190
59
29.0 - 29.5
196
60
29.5 - 30.0
188
B7-4-1
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 2/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
61
30.0 - 30.5
167
62
30.5 - 31.0
188
63
31.0 - 31.5
167
64
31.5 - 32.0
186
65
32.0 - 32.5
161
66
32.5 - 33.0
189
67
33.0 - 33.5
184
68
33.5 - 34.0
165
69
34.0 - 34.5
204
70
34.5 - 35.0
209
71
35.0 - 35.5
222
72
35.5 - 36.0
230
73
36.0 - 36.5
233
74
36.5 - 37.0
200
75
37.0 - 37.5
208
76
37.5 - 38.0
160
77
38.0 - 38.5
158
78
38.5 - 39.0
224
79
39.0 - 39.5
199
80
39.5 - 40.0
184
81
40.0 - 40.5
200
82
40.5 - 41.0
187
83
41.0 - 41.5
179
84
41.5 - 42.0
173[
85
42.0 - 42.5
171
86
42.5 - 43.0
171
87
43.0 - 43.5
271
88
43.5 - 44.0
249
89
44.0 - 44.5
305
90
44.5 - 45.0
322
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
91
45.0 - 45.5
303
92
45.5 - 46.0
309
93
46.0 - 46.5
262
94
46.5 - 47.0
275
95
47.0 - 47.5
259
96
47.5 - 48.0
227
97
48.0 - 48.5
280
98
48.5 - 49.0
231
99
49.0 - 49.5
223
100
49.5 - 50.0
247
101
50.0 - 50.5
288
102
50.5 - 51.0
272
103
51.0 - 51.5
276
104
51.5 - 52.0
289
105
52.0 - 52.5
278
106
52.5 - 53.0
321
107
53.0 - 53.5
337
108
53.5 - 54.0
316
109
54.0 - 54.5
293
110
54.5 - 55.0
259
111
55.0 - 55.5
244
112
55.5 - 56.0
270
113
56.0 - 56.5
251
114
56.5 - 57.0
235
115
57.0 - 57.5
379
116
57.5 - 58.0
248
117
58.0 - 58.5
249
118
58.5 - 59.0
231
119
59.0 -59.5
228
120
59.5 - 60.0
293
B7-4-2
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 3/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
121
60.0 - 60.5
261
122
60.5 - 61.0
274
123
61.0 - 61.5
267
124
61.5 - 62.0
270
125
62.0 - 62.5
305
126
62.5 - 63.0
301
127
63.0 - 63.5
380
128
63.5 - 64.0
365
129
64.0 - 64.5
434
130
64.5 - 65.0
265
131
65.0 - 65.5
364
132
65.5 - 66.0
409
133
66.0 - 66.5
279
134
66.5 - 67.0
235
135
67.0 - 67.5
306
136
67.5 - 68.0
307
137
68.0 - 68.5
283
138
68.5 - 69.0
306
139
69.0 - 69.5
377
140
69.5 - 70.0
313
141
70.0 - 70.5
299
142
70.5 - 71.0
358
143
71.0 - 71.5
302
144
71.5 - 72.0
297
145
72.0 - 72.5
238
146
72.5 - 73.0
261
147
73.0 - 73.5
238
148
73.5 - 74.0
316
149
74.0 - 74.5
359
150
74.5 - 75.0
312
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
151
75.0 - 75.5
309
152
75.5 - 76.0
295
153
76.0 - 76.5
267
154
76.5 - 77.0
250
155
77.0 - 77.5
242
156
77.5 - 78.0
288
157
78.0 - 78.5
329
158
78.5 - 79.0
262
159
79.0 - 79.5
228
160
79.5 - 80.0
228
161
80.0 - 80.5
224
162
80.5 - 81.0
248
163
81.0 - 81.5
287
164
81.5 - 82.0
251
165
82.0 - 82.5
243
166
82.5 - 83.0
226
167
83.0 - 83.5
228
168
83.5 - 84.0
187
169
84.0 - 84.5
204
170
84.5 - 85.0
244
171
85.0 - 85.5
227
172
85.5 - 86.0
255
173
86.0 - 86.5
279
174
86.5 - 87.0
255
175
87.0 - 87.5
237
176
87.5 - 88.0
266
177
88.0 - 88.5
234
178
88.5 - 89.0
274
179
89.0 - 89.5
247
180
89.5 - 90.0
298
B7-4-3
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 4/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
181
90.0 - 90.5
278
182
90.5 - 91.0
266
183
91.0 - 91.5
308
184
91.5 - 92.0
292
185
92.0 - 92.5
275
186
92.5 - 93.0
243
187
93.0 - 93.5
260
188
93.5 - 94.0
292
189
94.0 - 94.5
278
190
94.5 - 95.0
276
191
95.0 - 95.5
245
192
95.5 - 96.0
247
193
96.0 - 96.5
269
194
96.5 - 97.0
303
195
97.0 - 97.5
291
196
97.5 - 98.0
278
197
98.0 - 98.5
310
198
98.5 - 99.0
300
199
99.0 - 99.5
272
200
99.5 - 100.0
314
201 100.0 - 100.5
332
202 100.5 - 101.0
318
203 101.0 - 101.5
288
204 101.5 - 102.0
342
205 102.0 - 102.5
366
206 102.5 - 103.0
345
207 103.0 - 103.5
364
208 103.5 - 104.0
343
209 104.0 - 104.5
445
210 104.5 - 105.0
370
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
211 105.0 - 105.5
339
212 105.5 - 106.0
629
213 106.0 - 106.5
566
214 106.5 - 107.0
425
215 107.0 - 107.5
416
216 107.5 - 108.0
412
217 108.0 - 108.5
410
218 108.5 - 109.0
411
219 109.0 - 109.5
388
220 109.5 - 110.0
363
221 110.0 - 110.5
371
222 110.5 - 111.0
351
223 111.0 - 111.5
372
224 111.5 - 112.0
402
225 112.0 - 112.5
385
226 112.5 - 113.0
365
227 113.0 - 113.5
385
228 113.5 - 114.0
359
229 114.0 - 114.5
391
230 114.5 - 115.0
338
231 115.0 - 115.5
325
232 115.5 - 115.0
297
233 115.0 - 114.5
371
234 114.5 - 114.0
423
235 114.0 - 113.5
415
236 113.5 - 113.0
422
237 113.0 - 112.5
414
238 112.5 - 112.0
437
239 112.0 - 111.5
424
240 111.5 - 111.0
399
B7-4-4
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 5/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
241 111.0 - 110.5
410
242 110.5 - 110.0
429
243 110.0 - 109.5
407
244 109.5 - 109.0
407
245 109.0 - 108.5
480
246 108.5 - 108.0
509
247 108.0 - 107.5
478
248 107.5 - 107.0
458
249 107.0 - 106.5
546
250 106.5 - 106.0
613
251 106.0 - 105.5
741
252 105.5 - 105.0
406
253 105.0 - 104.5
407
254 104.5 - 104.0
474
255 104.0 - 103.5
392
256 103.5 - 103.0
389
257 103.0 - 102.5
396
258 102.5 - 102.0
410
259 102.0 - 101.5
363
260 101.5 - 101.0
362
261 101.0 - 100.5
375
262 100.5 - 100.0
387
263
100.0 - 99.5
346
264
99.5 - 99.0
325
265
99.0 - 98.5
350
266
98.5 - 98.0
334
267
98.0 - 97.5
316
268
97.5 - 97.0
300
269
97.0 - 96.5
348
270
96.5 - 96.0
349
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
271
96.0 - 95.5
317
272
95.5 - 95.0
302
273
95.0 - 94.5
317
274
94.5 - 94.0
297
275
94.0 - 93.5
328
276
93.5 - 93.0
321
277
93.0 - 92.5
323
278
92.5 - 92.0
322
279
92.0 - 91.5
340
280
91.5 - 91.0
356
281
91.0 - 90.5
310
282
90.5 - 90.0
371
283
90.0 - 89.5
371
284
89.5 - 89.0
286
285
89.0 - 88.5
333
286
88.5 - 88.0
308
287
88.0 - 87.5
314
288
87.5 - 87.0
288
289
87.0 - 86.5
308
290
86.5 - 86.0
376
291
86.0 - 85.5
304
292
85.5 - 85.0
309
293
85.0 - 84.5
321
294
84.5 - 84.0
303
295
84.0 - 83.5
324
296
83.5 - 83.0
278
297
83.0 - 82.5
283
298
82.5 - 82.0
299
299
82.0 - 81.5
311
300
81.5 - 81.0
367
B7-4-5
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 6/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
301
81.0 - 80.5
287
302
80.5 - 80.0
294
303
80.0 - 79.5
275
304
79.5 - 79.0
285
305
79.0 - 78.5
306
306
78.5 - 78.0
334
307
78.0 - 77.5
279
308
77.5 - 77.0
264
309
77.0 - 76.5
302
310
76.5 - 76.0
294
311
76.0 - 75.5
284
312
75.5 - 75.0
325
313
75.0 - 74.5
344
314
74.5 - 74.0
422
315
74.0 - 73.5
353
316
73.5 - 73.0
306
317
73.0 - 72.5
316
318
72.5 - 72.0
307
319
72.0 - 71.5
397
320
71.5 - 71.0
381
321
71.0 - 70.5
395
322
70.5 - 70.0
357
323
70.0 - 69.5
383
324
69.5 - 69.0
396
325
69.0 - 68.5
418
326
68.5 - 68.0
351
327
68.0 - 67.5
376
328
67.5 - 67.0
325
329
67.0 - 66.5
316
330
66.5 - 66.0
345
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
331
66.0 - 65.5
421
332
65.5 - 65.0
370
333
65.0 - 64.5
427
334
64.5 - 64.0
413
335
64.0 - 63.5
416
336
63.5 - 63.0
349
337
63.0 - 62.5
368
338
62.5 - 62.0
342
339
62.0 - 61.5
313
340
61.5 - 61.0
330
341
61.0 - 60.5
379
342
60.5 - 60.0
356
343
60.0 - 59.5
344
344
59.5 - 59.0
303
345
59.0 - 58.5
348
346
58.5 - 58.0
350
347
58.0 - 57.5
308
348
57.5 - 57.0
380
349
57.0 - 56.5
317
350
56.5 - 56.0
291
351
56.0 - 55.5
315
352
55.5 - 55.0
300
353
55.0 - 54.5
336
354
54.5 - 54.0
347
355
54.0 - 53.5
359
356
53.5 - 53.0
385
357
53.0 - 52.5
346
358
52.5 - 52.0
323
359
52.0 - 51.5
357
360
51.5 - 51.0
352
B7-4-6
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 7/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
361
51.0 - 50.5
358
362
50.5 - 50.0
346
363
50.0 - 49.5
245
364
49.5 - 49.0
202
365
49.0 - 48.5
210
366
48.5 - 48.0
326
367
48.0 - 47.5
270
368
47.5 - 47.0
261
369
47.0 - 46.5
223
370
46.5 - 46.0
230
371
46.0 - 45.5
348
372
45.5 - 45.0
262
373
45.0 - 44.5
296
374
44.5 - 44.0
325
375
44.0 - 43.5
266
376
43.5 - 43.0
270
377
43.0 - 42.5
158
378
42.5 - 42.0
162
379
42.0 - 41.5
159
380
41.5 - 41.0
235
381
41.0 - 40.5
276
382
40.5 - 40.0
199
383
40.0 - 39.5
216
384
39.5 - 39.0
147
385
39.0 - 38.5
222
386
38.5 - 38.0
172
387
38.0 - 37.5
169
388
37.5 - 37.0
276
389
37.0 - 36.5
274
390
36.5 - 36.0
302
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
391
36.0 - 35.5
316
392
35.5 - 35.0
292
393
35.0 - 34.5
236
394
34.5 - 34.0
196
395
34.0 - 33.5
201
396
33.5 - 33.0
194
397
33.0 - 32.5
171
398
32.5 - 32.0
207
399
32.0 - 31.5
162
400
31.5 - 31.0
193
401
31.0 - 30.5
170
402
30.5 - 30.0
167
403
30.0 - 29.5
172
404
29.5 - 29.0
216
405
29.0 - 28.5
169
406
28.5 - 28.0
245
407
28.0 - 27.5
180
408
27.5 - 27.0
192
409
27.0 - 26.5
230
410
26.5 - 26.0
171
411
26.0 - 25.5
192
412
25.5 - 25.0
239
413
25.0 - 24.5
191
414
24.5 - 24.0
248
415
24.0 - 23.5
225
416
23.5 - 23.0
195
417
23.0 - 22.5
204
418
22.5 - 22.0
244
419
22.0 - 21.5
251
420
21.5 - 21.0
237
B7-4-7
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 8/8
BI - 2
Manuwar
19-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
421
21.0 - 20.5
280
422
20.5 - 20.0
292
423
20.0 - 19.5
283
424
19.5 - 19.0
257
425
19.0 - 18.5
261
426
18.5 - 18.0
311
427
18.0 - 17.5
257
428
17.5 - 17.0
277
429
17.0 - 16.5
345
430
16.5 - 16.0
331
431
16.0 - 15.5
237
432
15.5 - 15.0
283
433
15.0 - 14.5
250
434
14.5 - 14.0
279
435
14.0 - 13.5
288
436
13.5 - 13.0
324
437
13.0 - 12.5
299
438
12.5 - 12.0
233
439
12.0 - 11.5
156
440
11.5 - 11.0
311
441
11.0 - 10.5
229
442
10.5 - 10.0
241
443
10.0 - 9.5
253
444
9.5 - 9.0
288
445
9.0 - 8.5
253
446
8.5 - 8.0
279
447
8.0 - 7.5
390
448
7.5 - 7.0
310
449
7.0 - 6.5
353
450
6.5 - 6.0
238
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
451
6.0 - 5.5
241
452
5.5 - 5.0
310
453
5.0 - 4.5
404
454
4.5 - 4.0
335
455
4.0 - 3.5
296
456
3.5 - 3.0
268
457
3.0 - 2.5
322
458
2.5 - 2.0
368
459
2.0 - 1.5
272
460
1.5 - 1.0
287
461
1.0 - 0.5
195
462
0.5 - 0.0
133
B7-4-8
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
B7-5 Road Roughness Measurement with Bump Integrator 3/3
Sheet 1/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
1
0.0 - 0.5
132
2
0.5 - 1.0
196
3
1.0 - 1.5
201
4
1.5 - 2.0
256
5
2.0 - 2.5
306
6
2.5 - 3.0
312
7
3.0 - 3.5
234
8
3.5 - 4.0
255
9
4.0 - 4.5
274
10
4.5 - 5.0
355
11
5.0 - 5.5
265
12
5.5 - 6.0
256
13
6.0 - 6.5
226
14
6.5 - 7.0
291
15
7.0 - 7.5
251
16
7.5 - 8.0
214
17
8.0 - 8.5
220
18
8.5 - 9.0
273
19
9.0 - 9.5
302
20
9.5 - 10.0
264
21
10.0 - 10.5
214
22
10.5 - 11.0
222
23
11.0 - 11.5
255
24
11.5 - 12.0
209
25
12.0 - 12.5
221
26
12.5 - 13.0
278
27
13.0 - 13.5
277
28
13.5 - 14.0
259
29
14.0 - 14.5
242
30
14.5 - 15.0
275
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
31
15.0 - 15.5
288
32
15.5 - 16.0
235
33
16.0 - 16.5
334
34
16.5 - 17.0
310
35
17.0 - 17.5
235
36
17.5 - 18.0
229
37
18.0 - 18.5
313
38
18.5 - 19.0
267
39
19.0 - 19.5
247
40
19.5 - 20.0
228
41
20.0 - 20.5
265
42
20.5 - 21.0
216
43
21.0 - 21.5
223
44
21.5 - 22.0
234
45
22.0 - 22.5
161
46
22.5 - 23.0
196
47
23.0 - 23.5
212
48
23.5 - 24.0
192
49
24.0 - 24.5
229
50
24.5 - 25.0
153
51
25.0 - 25.5
232
52
25.5 - 26.0
233
53
26.0 - 26.5
156
54
26.5 - 27.0
159
55
27.0 - 27.5
168
56
27.5 - 28.0
160
57
28.0 - 28.5
210
58
28.5 - 29.0
170
59
29.0 - 29.5
224
60
29.5 - 30.0
187
B7-5-1
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 2/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
61
30.0 - 30.5
185
62
30.5 - 31.0
179
63
31.0 - 31.5
173
64
31.5 - 32.0
223
65
32.0 - 32.5
156
66
32.5 - 33.0
186
67
33.0 - 33.5
183
68
33.5 - 34.0
168
69
34.0 - 34.5
221
70
34.5 - 35.0
208
71
35.0 - 35.5
231
72
35.5 - 36.0
212
73
36.0 - 36.5
239
74
36.5 - 37.0
244
75
37.0 - 37.5
224
76
37.5 - 38.0
161
77
38.0 - 38.5
145
78
38.5 - 39.0
211
79
39.0 - 39.5
210
80
39.5 - 40.0
214
81
40.0 - 40.5
209
82
40.5 - 41.0
250
83
41.0 - 41.5
177
84
41.5 - 42.0
164
85
42.0 - 42.5
156
86
42.5 - 43.0
192
87
43.0 - 43.5
280
88
43.5 - 44.0
257
89
44.0 - 44.5
289
90
44.5 - 45.0
272
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
91
45.0 - 45.5
272
92
45.5 - 46.0
275
93
46.0 - 46.5
250
94
46.5 - 47.0
246
95
47.0 - 47.5
274
96
47.5 - 48.0
224
97
48.0 - 48.5
238
98
48.5 - 49.0
205
99
49.0 - 49.5
200
100
49.5 - 50.0
237
101
50.0 - 50.5
272
102
50.5 - 51.0
257
103
51.0 - 51.5
285
104
51.5 - 52.0
320
105
52.0 - 52.5
261
106
52.5 - 53.0
294
107
53.0 - 53.5
286
108
53.5 - 54.0
326
109
54.0 - 54.5
232
110
54.5 - 55.0
241
111
55.0 - 55.5
220
112
55.5 - 56.0
243
113
56.0 - 56.5
210
114
56.5 - 57.0
214
115
57.0 - 57.5
313
116
57.5 - 58.0
222
117
58.0 - 58.5
211
118
58.5 - 59.0
190
119
59.0 -59.5
204
120
59.5 - 60.0
271
B7-5-2
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 3/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
121
60.0 - 60.5
249
122
60.5 - 61.0
220
123
61.0 - 61.5
210
124
61.5 - 62.0
237
125
62.0 - 62.5
279
126
62.5 - 63.0
296
127
63.0 - 63.5
324
128
63.5 - 64.0
375
129
64.0 - 64.5
350
130
64.5 - 65.0
261
131
65.0 - 65.5
459
132
65.5 - 66.0
May-40
133
66.0 - 66.5
242
134
66.5 - 67.0
247
135
67.0 - 67.5
250
136
67.5 - 68.0
213
137
68.0 - 68.5
239
138
68.5 - 69.0
288
139
69.0 - 69.5
365
140
69.5 - 70.0
292
141
70.0 - 70.5
301
142
70.5 - 71.0
346
143
71.0 - 71.5
307
144
71.5 - 72.0
276
145
72.0 - 72.5
193
146
72.5 - 73.0
206
147
73.0 - 73.5
191
148
73.5 - 74.0
264
149
74.0 - 74.5
364
150
74.5 - 75.0
307
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
151
75.0 - 75.5
305
152
75.5 - 76.0
272
153
76.0 - 76.5
228
154
76.5 - 77.0
243
155
77.0 - 77.5
212
156
77.5 - 78.0
255
157
78.0 - 78.5
287
158
78.5 - 79.0
207
159
79.0 - 79.5
174
160
79.5 - 80.0
165
161
80.0 - 80.5
184
162
80.5 - 81.0
193
163
81.0 - 81.5
240
164
81.5 - 82.0
162
165
82.0 - 82.5
191
166
82.5 - 83.0
171
167
83.0 - 83.5
147
168
83.5 - 84.0
161
169
84.0 - 84.5
181
170
84.5 - 85.0
187
171
85.0 - 85.5
184
172
85.5 - 86.0
203
173
86.0 - 86.5
251
174
86.5 - 87.0
203
175
87.0 - 87.5
192
176
87.5 - 88.0
211
177
88.0 - 88.5
186
178
88.5 - 89.0
211
179
89.0 - 89.5
218
180
89.5 - 90.0
252
B7-5-3
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 4/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
181
90.0 - 90.5
233
182
90.5 - 91.0
211
183
91.0 - 91.5
242
184
91.5 - 92.0
214
185
92.0 - 92.5
223
186
92.5 - 93.0
191
187
93.0 - 93.5
206
188
93.5 - 94.0
242
189
94.0 - 94.5
211
190
94.5 - 95.0
221
191
95.0 - 95.5
189
192
95.5 - 96.0
188
193
96.0 - 96.5
209
194
96.5 - 97.0
247
195
97.0 - 97.5
220
196
97.5 - 98.0
221
197
98.0 - 98.5
247
198
98.5 - 99.0
220
199
99.0 - 99.5
203
200
99.5 - 100.0
259
201 100.0 - 100.5
264
202 100.5 - 101.0
256
203 101.0 - 101.5
222
204 101.5 - 102.0
257
205 102.0 - 102.5
328
206 102.5 - 103.0
326
207 103.0 - 103.5
351
208 103.5 - 104.0
323
209 104.0 - 104.5
438
210 104.5 - 105.0
340
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
211 105.0 - 105.5
341
212 105.5 - 106.0
578
213 106.0 - 106.5
464
214 106.5 - 107.0
360
215 107.0 - 107.5
370
216 107.5 - 108.0
340
217 108.0 - 108.5
342
218 108.5 - 109.0
333
219 109.0 - 109.5
376
220 109.5 - 110.0
358
221 110.0 - 110.5
349
222 110.5 - 111.0
311
223 111.0 - 111.5
339
224 111.5 - 112.0
308
225 112.0 - 112.5
330
226 112.5 - 113.0
303
227 113.0 - 113.5
306
228 113.5 - 114.0
272
229 114.0 - 114.5
320
230 114.5 - 115.0
283
231 115.0 - 115.5
230
232 115.5 - 115.0
244
233 115.0 - 114.5
322
234 114.5 - 114.0
399
235 114.0 - 113.5
379
236 113.5 - 113.0
355
237 113.0 - 112.5
361
238 112.5 - 112.0
387
239 112.0 - 111.5
394
240 111.5 - 111.0
377
B7-5-4
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 5/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
241 111.0 - 110.5
381
242 110.5 - 110.0
394
243 110.0 - 109.5
373
244 109.5 - 109.0
398
245 109.0 - 108.5
477
246 108.5 - 108.0
463
247 108.0 - 107.5
454
248 107.5 - 107.0
472
249 107.0 - 106.5
443
250 106.5 - 106.0
569
251 106.0 - 105.5
666
252 105.5 - 105.0
358
253 105.0 - 104.5
385
254 104.5 - 104.0
357
255 104.0 - 103.5
318
256 103.5 - 103.0
364
257 103.0 - 102.5
359
258 102.5 - 102.0
388
259 102.0 - 101.5
326
260 101.5 - 101.0
294
261 101.0 - 100.5
319
262 100.5 - 100.0
323
263
100.0 - 99.5
282
264
99.5 - 99.0
299
265
99.0 - 98.5
258
266
98.5 - 98.0
271
267
98.0 - 97.5
225
268
97.5 - 97.0
243
269
97.0 - 96.5
264
270
96.5 - 96.0
259
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
271
96.0 - 95.5
224
272
95.5 - 95.0
226
273
95.0 - 94.5
209
274
94.5 - 94.0
208
275
94.0 - 93.5
249
276
93.5 - 93.0
228
277
93.0 - 92.5
215
278
92.5 - 92.0
229
279
92.0 - 91.5
237
280
91.5 - 91.0
261
281
91.0 - 90.5
209
282
90.5 - 90.0
268
283
90.0 - 89.5
276
284
89.5 - 89.0
200
285
89.0 - 88.5
228
286
88.5 - 88.0
206
287
88.0 - 87.5
217
288
87.5 - 87.0
198
289
87.0 - 86.5
214
290
86.5 - 86.0
277
291
86.0 - 85.5
213
292
85.5 - 85.0
208
293
85.0 - 84.5
225
294
84.5 - 84.0
216
295
84.0 - 83.5
235
296
83.5 - 83.0
181
297
83.0 - 82.5
179
298
82.5 - 82.0
212
299
82.0 - 81.5
217
300
81.5 - 81.0
266
B7-5-5
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 6/8
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
301
81.0 - 80.5
198
302
80.5 - 80.0
201
303
80.0 - 79.5
181
304
79.5 - 79.0
188
305
79.0 - 78.5
203
306
78.5 - 78.0
232
307
78.0 - 77.5
194
308
77.5 - 77.0
187
309
77.0 - 76.5
205
310
76.5 - 76.0
208
311
76.0 - 75.5
201
312
75.5 - 75.0
223
313
75.0 - 74.5
239
314
74.5 - 74.0
316
315
74.0 - 73.5
262
316
73.5 - 73.0
208
317
73.0 - 72.5
224
318
72.5 - 72.0
213
319
72.0 - 71.5
317
320
71.5 - 71.0
288
321
71.0 - 70.5
299
322
70.5 - 70.0
312
323
70.0 - 69.5
296
324
69.5 - 69.0
374
325
69.0 - 68.5
320
326
68.5 - 68.0
318
327
68.0 - 67.5
324
328
67.5 - 67.0
231
329
67.0 - 66.5
228
330
66.5 - 66.0
257
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
331
66.0 - 65.5
325
332
65.5 - 65.0
274
333
65.0 - 64.5
322
334
64.5 - 64.0
297
335
64.0 - 63.5
286
336
63.5 - 63.0
293
337
63.0 - 62.5
264
338
62.5 - 62.0
256
339
62.0 - 61.5
219
340
61.5 - 61.0
227
341
61.0 - 60.5
275
342
60.5 - 60.0
258
343
60.0 - 59.5
246
344
59.5 - 59.0
207
345
59.0 - 58.5
241
346
58.5 - 58.0
249
347
58.0 - 57.5
218
348
57.5 - 57.0
294
349
57.0 - 56.5
285
350
56.5 - 56.0
203
351
56.0 - 55.5
222
352
55.5 - 55.0
208
353
55.0 - 54.5
240
354
54.5 - 54.0
251
355
54.0 - 53.5
266
356
53.5 - 53.0
283
357
53.0 - 52.5
257
358
52.5 - 52.0
232
359
52.0 - 51.5
268
360
51.5 - 51.0
259
B7-5-6
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 7/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
361
51.0 - 50.5
261
362
50.5 - 50.0
238
363
50.0 - 49.5
249
364
49.5 - 49.0
211
365
49.0 - 48.5
223
366
48.5 - 48.0
278
367
48.0 - 47.5
264
368
47.5 - 47.0
270
369
47.0 - 46.5
227
370
46.5 - 46.0
244
371
46.0 - 45.5
315
372
45.5 - 45.0
251
373
45.0 - 44.5
279
374
44.5 - 44.0
316
375
44.0 - 43.5
260
376
43.5 - 43.0
258
377
43.0 - 42.5
162
378
42.5 - 42.0
171
379
42.0 - 41.5
176
380
41.5 - 41.0
233
381
41.0 - 40.5
265
382
40.5 - 40.0
209
383
40.0 - 39.5
232
384
39.5 - 39.0
174
385
39.0 - 38.5
241
386
38.5 - 38.0
176
387
38.0 - 37.5
170
388
37.5 - 37.0
288
389
37.0 - 36.5
277
390
36.5 - 36.0
309
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
391
36.0 - 35.5
322
392
35.5 - 35.0
301
393
35.0 - 34.5
263
394
34.5 - 34.0
198
395
34.0 - 33.5
195
396
33.5 - 33.0
189
397
33.0 - 32.5
190
398
32.5 - 32.0
203
399
32.0 - 31.5
178
400
31.5 - 31.0
188
401
31.0 - 30.5
184
402
30.5 - 30.0
173
403
30.0 - 29.5
185
404
29.5 - 29.0
236
405
29.0 - 28.5
174
406
28.5 - 28.0
238
407
28.0 - 27.5
199
408
27.5 - 27.0
200
409
27.0 - 26.5
244
410
26.5 - 26.0
183
411
26.0 - 25.5
236
412
25.5 - 25.0
249
413
25.0 - 24.5
188
414
24.5 - 24.0
271
415
24.0 - 23.5
229
416
23.5 - 23.0
230
417
23.0 - 22.5
197
418
22.5 - 22.0
236
419
22.0 - 21.5
271
420
21.5 - 21.0
228
B7-5-7
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Road Roughness Measurement with Bump Integrator
Sheet 8/8
BI - 3
Manuwar
20-Mar-04
Toyota Hiace Wagon
32 km/h
Test No.
Operator
Date
Car Type
Operation Speed
No.
KM
Reading
421
21.0 - 20.5
273
422
20.5 - 20.0
286
423
20.0 - 19.5
241
424
19.5 - 19.0
264
425
19.0 - 18.5
252
426
18.5 - 18.0
335
427
18.0 - 17.5
259
428
17.5 - 17.0
297
429
17.0 - 16.5
352
430
16.5 - 16.0
349
431
16.0 - 15.5
251
432
15.5 - 15.0
277
433
15.0 - 14.5
273
434
14.5 - 14.0
294
435
14.0 - 13.5
282
436
13.5 - 13.0
327
437
13.0 - 12.5
336
438
12.5 - 12.0
245
439
12.0 - 11.5
179
440
11.5 - 11.0
291
441
11.0 - 10.5
210
442
10.5 - 10.0
274
443
10.0 - 9.5
255
444
9.5 - 9.0
293
445
9.0 - 8.5
262
446
8.5 - 8.0
276
447
8.0 - 7.5
318
448
7.5 - 7.0
322
449
7.0 - 6.5
356
450
6.5 - 6.0
237
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
No.
KM
Reading
451
6.0 - 5.5
244
452
5.5 - 5.0
293
453
5.0 - 4.5
427
454
4.5 - 4.0
341
455
4.0 - 3.5
299
456
3.5 - 3.0
254
457
3.0 - 2.5
307
458
2.5 - 2.0
316
459
2.0 - 1.5
260
460
1.5 - 1.0
273
461
1.0 - 0.5
201
462
0.5 - 0.0
130
B7-5-8
Cause of the low
speed (<32km/h)
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
Bump, Hole, Traffic jam,
Others
B7-7 Merlin Test Data
B7-7-1
B77
-1
B7-7-2
B7-7-3
B7-7-4
B7-7-5
B7-7-6
B7-7-7
B7-7-8
B7-7-9
B7-7-10
B8 FWD Test Data Sheet
2
No.
Location
Depth
(cm)
Type of
Material
Loading Stress (kN/m )
(at displacement of
0.417mm)
KP-FWD
( MN/m3 )
K30
( MN/m3 )
Modulus of Deformation
1
Km 2+500 R-3.50m
60
Gravely, Silty Sand
530
424
212
2
Km 4+500 R-3.60m
50
Gravely, Silty Sand
780
624
312
3
Km 9+300 R-3.50m
75
Gravely, Silty Sand
1,200
959
480
4
Km 13+000 R-3.50m
55
Gravely, Silty Sand
860
689
344
5
Km 19+600 R-3.60m
80
Gravely, Silty Sand
890
711
356
6
Km 25+750 R-3.50m
50
Gravely, Silty Sand
665
532
266
7
Km 32+100 R-3.50m
50
Gravely, Silty Sand
695
556
278
8
Km 35+500 R-3.60m
60
Gravely, Silty Sand
980
783
392
9
Km 40+500 R-3.50m
75
Gravely, Silty Sand
_
_
_
10
Km 46+000 R-3.60m
90
Gravely, Silty Sand
795
635
318
11
Km 49+500 R-3.50m
60
Gravely, Silty Sand
805
643
322
12
Km 56+000 R-3.50m
55
Gravely, Silty Sand
1,380
1,103
552
13
Km 62+000 R-3.60m
70
Gravely, Silty Sand
1,270
1,015
508
14
Km 67+000 R-3.50m
60
Gravely, Silty Sand
295
236
118
15
Km 71+000 R-3.60m
55
Gravely, Silty Sand
1,280
1,023
512
16
Km 76+500 R-3.50m
60
Gravely, Silty Sand
555
444
222
17
Km 84+000 R-3.50m
60
Gravely, Silty Sand
975
779
390
18
Km 89+400 R-3.60m
55
Gravely, Silty Sand
125
100
50
19
Km 91+500 R-3.50m
50
Gravely, Silty Sand
200
160
80
20
Km 95+000 R-3.60m
55
Gravely, Silty Sand
225
180
90
21
Km 100+000 R-3.50m
70
Gravely, Silty Sand
645
516
258
22
Km 107+000 R-3.60m
80
Gravely, Silty Sand
160
128
64
23
Km 111+100 R-3.60m
60
Gravely, Silty Sand
245
196
98
24
Km 2+500 R-2.80m
0
Concrete Pavement
-
-
-
25
Km 4+500 R-2.00m
0
Concrete Pavement
-
-
-
26
Km 9+300 R-3.00m
0
Concrete Pavement
-
-
-
27
Km 13+000 R-0.40m
0
Concrete Pavement
-
-
-
28
Km 19+600 R-1.40m
0
Concrete Pavement
-
-
-
29
Km 20+750 R-0.60m
0
Concrete Pavement
-
-
-
30
Km 32+100 R-1.50m
0
Concrete Pavement
-
-
-
31
Km 40+500 R-2.50m
0
Concrete Pavement
-
-
-
32
Km 46+000 R-0.80m
0
Concrete Pavement
-
-
-
33
Km 49+500 R-2.80m
0
Concrete Pavement
-
-
-
34
Km 56+000 R-1.20m
0
Concrete Pavement
-
-
-
35
Km 62+000 R-2.90m
0
Concrete Pavement
-
-
-
36
Km 67+000 R-0.80m
0
Concrete Pavement
-
-
-
37
Km 71+000 R-1.60m
0
Concrete Pavement
-
-
-
38
Km 84+000 R-2.30m
0
Concrete Pavement
-
-
-
39
Km 89+400 R-0.30m
0
Concrete Pavement
-
-
-
40
Km 95+000 R-1.50m
0
Concrete Pavement
-
-
-
41
Km 100+000 R-2.60m
0
Concrete Pavement
-
-
-
42
Km 107+000 R-0.80m
0
Concrete Pavement
-
-
-
43
Km 111+100 R-1.20m
0
Concrete Pavement
-
-
-
B8-1
B9 Concrete Strength Measurement with Schmidt Hammer
I. Noguchi
-90°(Downward)
18-Apr-04
Operator
Test Angle
Date
Section
No.
Test Section
(Km)
1
2+500
2
4+500
3
9+300
4
13+000
5
19+600
6
25+750
7
32+100
8
35+500
9
40+500
10
46+000
11
49+500
12
56+000
13
62+000
14
67+000
15
71+000
16
76+500
17
84+000
18
89+400
19
91+500
20
95+000
21
100+000
22
107+000
23
111+100
Reading of Hammer Rebound
Traffic
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
R
L
1
48
46
56
54
62
56
45
60
58
54
54
54
54
54
52
54
57
56
58
56
62
66
54
60
60
54
52
60
60
56
60
58
60
58
58
60
56
56
60
64
48
48
56
56
40
45
2
52
48
58
62
56
54
48
45
60
52
62
56
58
60
66
56
66
55
60
62
54
60
60
58
58
58
54
58
62
60
58
62
58
60
60
57
60
56
58
56
54
54
60
60
42
55
3
51
54
54
60
58
58
54
52
56
56
52
54
54
52
60
64
58
57
56
58
58
58
55
56
56
63
54
62
56
64
64
56
60
60
60
62
58
60
64
62
54
56
56
60
53
56
B9-1
4
46
50
60
56
54
58
58
54
54
54
56
60
52
56
54
52
56
54
54
54
56
56
58
62
54
60
50
56
58
58
56
56
54
54
56
58
56
54
56
58
56
58
52
52
52
48
5
50
48
54
58
58
54
48
48
58
58
52
56
58
56
52
56
54
58
58
58
58
60
56
56
58
56
56
58
56
56
54
54
58
56
58
58
58
58
56
56
52
52
58
56
48
52
Average
Cylinder Compressive
Strength
(MPa)
(Kgf/cm2)
49
53
537
57
64
654
57
64
648
51
55
565
56
62
636
56
62
630
55
62
627
57
63
645
57
64
652
57
64
657
59
66
678
58
65
658
58
65
661
56
62
636
59
66
675
58
65
663
58
65
663
59
66
676
57
64
654
59
67
681
53
58
595
57
63
645
49
52
534
Average
63
638
Relation between Concrete Pavement Strength and Cracking Condition
No.
Test Section (Km)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
2+500
4+500
9+300
13+000
19+600
25+750
32+100
35+500
40+500
46+000
49+500
56+000
62+000
67+000
71+000
76+500
84+000
89+400
91+500
95+000
100+000
107+000
111+100
Cylinder
Cracking condition of
Compressive Strength
concrete pavement
with Schmitd
53
3
64
4
64
3
55
4
62
3
62
2
62
1
63
2
64
1
64
3
66
3
65
2
65
2
62
3
66
3
65
1
65
3
66
4
64
4
67
3
58
4
63
4
52
4
100
80
60
40
20
0
0
10
20
30
40
50
60
70
80
90
100
Km
Relationship between Concrete Pavement Strength
and pavement condition
100
Cylinder Compressive
Strength (MPa)
Cylinder Compressive
Strength (MPa)
Concrete Pavement Strength
80
64
64
60
63
61
40
20
0
0
1
2
3
4
Cracking condition of concrete pavement
B9-2
5
110
120
B10 Earthquake Data
Distribution Map of Earthquakes
(from the Site within 500km, since 1973 to 2003)
Data source : USGS
38
36
Latitude (°N)
34
32
3≦M＜4
4≦M＜5
30
5≦M＜6
6≦M＜7
7≦M＜8
28
Site
26
58
60
62
64
66
68
70
72
38
Distribution Map of Earthquakes (Section)
(from the Site within 500km, since 1973 to 2003)
Data source : USGS
0
50
100
150
200
250
300
34
32
30
28
26
36
Depth (km)
Longitude (°E)
3≦M＜4
4≦M＜5
5≦M＜6
6≦M＜7
7≦M＜8
Site
Latitude (°N)
Scale of Earthquake
(since 1973 to 2003)
600
250
483
500
200
Nos.
Nos.
400
300
200
132
150
100
91
100
11
Number of Earthquakes
(since 1973 to 2003)
3≦M＜4
4≦M＜5
5≦M＜6
6≦M＜7
7≦M＜8
Total
50
1
0
3≦M＜4 4≦M＜5 5≦M＜6 6≦M＜7 7≦M＜8
Magnitude
0
1970 1975 1980 1985 1990 1995 2000 2005
Year
Past Earthquakes in K-H Road Project Site
B10-1
NEIC: Earthquake Search Results
UNITED STATES GEOLOGICAL SURVEY
EARTHQUAKE DATA BASE
Circle Search Earthquakes=
719
Circle Center Point Latitude: 31.500N Longitude:
Radius: 500.000 km
Catalog Used: PDE
Magnitude Range: 1.0 - 9.0
Data Selection: Historical & Preliminary Data
Year
Month
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1973
1974
1974
1974
1974
1974
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1976
1976
1976
1977
1977
1977
1977
1
1
1
1
1
1
1
1
1
2
4
4
4
6
8
8
11
2
2
3
4
12
1
3
3
3
3
4
7
9
10
10
10
10
10
10
10
11
7
8
9
6
7
9
9
Day
10
18
19
19
19
20
20
21
21
4
17
24
29
25
13
30
15
9
22
8
7
10
27
16
22
24
26
15
18
28
3
3
3
3
4
6
9
14
10
20
13
13
13
6
22
Time
(hhmmss.mm)
UTC
30232.1
110811.8
31539.7
133641.8
151002.1
123419.6
124644
44243.4
52523.4
192548.3
33748.1
75440
195614.3
202226.5
20020.4
210430.3
171022.2
40737.7
70632.6
14841.7
160745.8
195012.6
2900.9
102308.7
153215.4
53346.6
195622.2
94432.7
93012.2
101940.3
51423.3
173135.8
175503.7
190807.3
55942.9
125137.7
211439.6
164447.9
164035.7
112202.2
2111.8
1646.2
80915.7
21113.7
55819.1
Latitude
32.64
32.79
32.73
32.82
32.71
29.28
29.49
29.27
29.31
31.67
33.32
29.68
29.30
28.32
29.94
30.17
29.26
28.73
29.69
33.10
32.04
27.58
29.81
29.63
29.97
29.55
30.08
29.84
30.97
30.26
30.25
30.41
30.42
30.47
30.33
30.13
27.08
29.65
29.95
30.45
29.80
29.84
29.88
33.37
30.20
B10-2
65.500E
Longitude
68.33
68.36
68.38
68.29
68.35
68.57
68.60
68.56
68.49
67.26
68.11
68.27
68.69
66.92
68.43
68.11
69.77
69.40
67.60
69.38
69.73
65.20
68.62
68.52
68.98
68.60
68.93
69.35
66.70
66.29
66.32
66.35
66.47
66.49
66.23
66.26
65.69
68.67
68.13
66.38
68.41
67.64
67.45
69.05
69.79
Magnitude
4.8
4.8
4.5
4.4
5.0
5.6
5.0
5.3
5.2
3.9
5.1
4.2
4.9
4.3
4.7
4.7
5.1
4.9
5.0
5.0
4.8
4.5
4.1
5.2
5.1
5.5
4.3
4.8
4.9
4.2
6.7
6.4
4.9
4.9
4.5
4.4
4.9
4.4
5.3
4.0
4.1
4.4
5.5
4.4
4.0
Depth
18
34
35
44
30
17
15
20
11
40
40
33
24
72
7
33
33
33
33
33
44
43
33
35
42
26
47
33
35
8
11
33
33
23
15
24
40
36
33
33
44
33
10
44
10
Year
Month
1977
1977
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1978
1979
1979
1979
1979
1979
1979
1979
1979
1979
1979
1980
1980
1980
1980
1980
1980
1980
1980
1980
1980
1981
1981
1981
1981
1981
1981
1981
1981
1981
1981
1981
1981
1981
1981
1982
1982
1982
1982
1982
11
12
1
1
2
2
3
3
4
4
5
5
5
7
11
12
12
12
1
3
4
6
7
9
10
10
11
12
1
2
3
4
5
5
6
7
9
10
3
5
5
8
8
9
9
11
11
12
12
12
12
12
1
2
3
3
5
Day
18
30
2
5
23
28
13
16
19
30
6
17
22
11
7
4
10
10
31
2
21
24
10
2
9
21
27
9
24
9
22
28
10
11
3
3
6
29
7
7
23
3
4
5
11
2
3
4
5
7
12
12
15
26
5
24
28
Time
(hhmmss.mm)
UTC
63902.1
232239.3
234955.2
32639.1
160237.1
170717
161515.5
20000.5
101923.2
154644.9
111609.9
160847.9
23500.1
225039
233502.9
1850.9
13016.7
22659
155033.9
102546.6
152307.2
134903.4
231021.7
161448.8
235647.6
172437.8
123933.4
2946.8
200713.5
40119.3
181325
70441.7
112400.1
24422.3
72850.1
223005.1
212859.6
195542.2
145705.8
62859.8
125218.4
213751.98
54011.43
65136.72
222448.35
225947.71
41948.31
121342.08
101211.17
153713.03
202646.94
202909.92
221823.7
121743.08
41603.42
140941.59
5849.15
Latitude
30.25
28.97
29.07
29.64
31.50
28.51
29.99
29.93
29.84
33.24
29.84
34.58
29.91
30.10
30.51
30.26
28.66
28.32
29.90
29.80
27.12
30.30
34.15
28.64
27.78
30.03
32.67
34.22
30.55
27.79
35.18
27.49
29.92
29.25
34.90
30.87
28.42
31.93
30.29
31.35
30.79
30.83
27.69
27.66
28.77
29.90
29.95
33.90
29.55
29.77
29.86
29.67
29.81
29.72
29.87
28.58
32.31
B10-3
Longitude
66.27
69.48
69.61
68.76
67.01
66.22
68.51
66.30
66.27
60.63
66.21
62.00
68.04
67.53
67.95
66.34
66.52
66.06
63.87
67.69
66.12
66.35
69.81
66.07
66.34
68.00
67.15
68.49
68.13
66.51
68.25
64.46
68.17
67.56
68.73
67.68
65.91
67.04
69.42
66.69
68.56
68.74
66.76
66.51
66.36
67.92
67.93
69.31
68.96
69.59
66.96
67.07
69.72
68.38
67.61
68.77
69.92
Magnitude
4.9
4.9
4.6
5.0
4.6
4.7
4.5
5.9
4.2
4.4
5.7
4.5
4.6
4.4
4.2
4.3
4.9
3.3
4.8
4.8
4.5
4.8
4.3
4.8
4.4
4.8
4.8
4.1
4.5
4.3
3.5
5.4
5.1
4.7
4.2
4.3
4.8
3.9
5.0
3.8
4.9
4.4
4.5
4.7
4.1
4.8
4.3
4.8
5.4
4.3
4.6
4.6
4.5
4.0
4.7
5.1
4.6
Depth
27
17
32
33
33
33
33
33
26
59
33
33
33
10
39
33
33
33
183
33
33
40
16
33
33
33
33
246
88
33
207
34
17
33
197
33
19
33
33
33
33
33
33
33
33
21
23
33
33
33
33
33
26
33
33
33
33
Year
Month
1982
1982
1982
1982
1982
1982
1983
1983
1983
1983
1983
1983
1983
1983
1983
1983
1983
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1984
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1986
1986
1986
1986
1986
6
8
8
10
12
12
2
2
4
4
4
5
6
8
10
11
11
1
2
4
4
4
4
4
5
5
6
6
8
10
12
12
12
3
3
3
3
4
5
5
5
5
5
5
5
5
6
8
9
11
11
11
1
1
1
1
2
Day
1
4
20
17
26
29
11
22
5
23
23
14
13
6
9
18
18
18
8
2
11
11
12
15
3
11
16
17
19
2
14
18
31
6
6
6
19
15
3
5
6
6
8
10
10
19
22
27
4
4
15
22
12
19
22
23
11
Time
(hhmmss.mm)
UTC
143932.06
173420.86
141757.48
215824.98
131015.42
152120.95
122904.07
184325.62
163801.13
42354.66
184954.03
70033.49
80138.61
45253.69
152536.76
133508.61
160108.87
140818.69
130703.18
45921.53
55758.01
123429.81
161459.91
214950.73
151555.01
84350.26
145641.87
223320.08
173421.08
40458.41
141922.37
65818.78
240.67
182744.24
184644.85
211444.91
91024.37
112400.45
192347.35
193459.35
30422.71
32700.68
171041.28
15623.2
221129.58
12907.58
124103.16
55702.26
191042.17
123723.71
172212.04
40955.7
201452.82
144547.27
20116.26
172013.61
165802.48
Latitude
28.53
29.67
30.38
33.95
29.82
29.97
31.24
29.72
32.30
30.30
29.55
35.18
27.64
30.35
28.91
27.57
27.66
27.93
30.11
29.79
32.17
30.51
29.96
29.90
32.92
30.06
33.74
27.38
27.41
27.19
32.34
29.70
29.92
29.47
29.63
29.53
30.06
30.25
30.18
30.77
30.89
30.79
30.91
30.88
29.40
29.34
29.52
30.64
31.87
31.80
27.24
27.17
34.15
30.81
30.20
28.44
30.04
B10-4
Longitude
66.81
67.50
68.13
62.23
70.01
70.18
70.09
67.41
69.89
68.01
68.23
67.90
66.21
67.84
61.29
67.53
67.69
65.71
67.89
68.72
67.05
66.41
70.25
67.76
70.09
68.50
69.80
66.62
64.97
66.64
69.61
68.21
69.60
68.76
68.75
68.61
66.32
66.33
67.49
70.29
70.27
70.34
70.31
70.45
69.77
69.39
61.14
68.04
70.67
67.54
66.58
66.30
69.54
70.46
66.31
66.32
66.40
Magnitude
4.1
5.0
4.9
4.6
4.6
5.0
4.5
4.4
4.4
4.6
4.7
4.3
4.8
4.7
4.6
4.8
4.8
5.5
4.5
5.1
4.3
3.9
4.5
5.0
4.8
4.2
4.7
4.2
4.3
4.3
4.6
4.6
4.5
4.7
4.7
4.3
4.2
4.8
4.2
5.3
5.6
5.1
5.4
4.4
4.2
4.7
5.0
4.7
4.7
4.5
4.7
4.9
5.7
4.9
4.4
4.6
4.1
Depth
33
33
33
33
33
33
33
5
33
24
33
33
33
10
33
33
33
10
33
33
33
33
33
20
65
33
33
33
49
33
33
33
33
33
33
33
33
33
33
33
36
34
33
33
87
33
33
33
93
33
33
19
24
33
33
33
33
Year
Month
1986
1986
1986
1986
1986
1986
1986
1986
1986
1986
1986
1986
1986
1986
1987
1987
1987
1987
1987
1987
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1988
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1990
1990
1990
2
2
3
5
5
8
10
10
10
10
10
11
11
12
3
3
3
8
8
10
2
3
3
3
3
3
3
3
3
4
4
6
8
9
9
11
1
1
2
2
2
3
3
3
3
3
4
4
7
8
10
11
12
12
1
2
3
Day
19
19
16
15
25
14
10
12
16
16
18
19
21
12
12
12
27
2
10
24
25
5
14
19
19
23
26
27
28
7
25
30
28
14
22
28
26
27
10
19
20
6
8
14
28
31
11
21
27
30
5
29
29
29
31
26
4
Time
(hhmmss.mm)
UTC
43958.48
82040.4
105120.77
143809.27
151042.74
160008.82
52629.82
62927.71
175903.49
195410.42
140337.94
221631.96
90434.24
5732.07
152142.51
163622.11
54539.43
220400.93
105219.94
12700.34
64039.21
5716.81
201902.96
201915.94
210009.69
101531.31
84223.13
60101.81
133952.88
10504.37
161349.61
60431.96
211120.09
94410.25
20038.13
51908.7
182229.51
231313.86
223332
25107.21
163731.18
2009.16
192529.2
32715.78
204038.55
33312.07
52300.18
83820.52
105136.36
192233.42
144707.86
203217.72
42029.84
110950.87
130910.06
182126.27
194619.67
Latitude
32.11
33.13
32.34
29.63
32.29
29.70
29.92
33.47
30.41
27.73
27.68
27.47
27.66
27.63
29.94
29.85
30.16
27.06
29.87
27.74
30.04
35.04
29.91
30.00
30.05
28.51
30.01
30.09
29.91
30.01
30.48
32.03
30.22
33.25
29.27
28.57
31.75
30.60
27.83
30.47
29.22
32.14
27.64
29.91
33.74
31.27
29.72
27.95
28.89
30.28
29.06
30.09
28.79
31.41
29.69
29.84
28.92
B10-5
Longitude
67.66
67.17
69.34
69.36
60.49
61.31
67.44
61.90
68.44
66.65
66.61
66.12
66.62
66.20
69.73
69.39
67.72
66.37
63.84
65.97
69.77
67.93
67.88
67.91
67.97
66.06
67.47
67.91
67.97
67.70
67.56
70.23
68.11
68.64
68.23
64.11
67.18
70.27
66.48
69.04
67.66
69.60
66.13
67.64
65.11
66.87
64.09
64.27
68.24
68.67
67.23
68.40
67.26
60.53
67.95
67.53
66.33
Magnitude
4.3
4.3
4.3
5.2
4.4
4.3
4.6
4.4
4.5
5.2
4.8
4.7
4.8
4.5
4.0
4.1
4.3
4.4
5.6
4.7
4.7
4.1
4.4
5.4
4.5
4.3
4.6
4.6
4.3
4.4
4.2
4.2
4.1
4.7
4.6
4.9
4.2
4.7
4.1
4.3
4.4
4.7
4.0
4.6
4.6
4.2
4.6
4.4
4.7
4.2
4.6
4.7
4.7
4.7
4.5
5.4
6.1
Depth
33
33
33
18
33
33
10
33
33
42
32
33
33
33
33
33
33
33
164
33
33
33
15
15
10
33
25
20
18
33
33
43
33
33
33
70
33
33
33
33
33
33
33
33
23
10
33
33
31
33
33
33
15
33
33
17
10
Year
Month
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1990
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1991
1992
1992
1992
1992
1992
1992
1992
3
3
3
3
3
3
3
3
3
4
4
4
4
4
5
5
6
6
6
7
7
7
8
9
9
10
11
11
11
11
11
12
1
2
2
2
4
5
5
7
8
8
8
9
9
9
9
10
11
12
1
1
1
2
2
2
2
Day
4
4
4
5
18
21
21
21
22
2
2
19
27
27
7
9
15
17
17
9
18
26
14
8
8
14
6
14
27
28
30
10
14
25
25
26
3
21
22
21
1
21
24
15
15
22
30
1
15
31
4
20
21
5
5
5
8
Time
(hhmmss.mm)
UTC
201852.61
203456.28
234207.64
24552.97
72842.4
182619.54
183033.77
195021.78
24606.51
181951.49
190610.97
224131.04
30136.01
52925.9
152450.87
52423.13
55455.74
45145.51
171743.16
74605.69
134157.76
65356.38
5039.21
193318.85
214705.53
60551.37
233823.53
184503.86
123718.44
192121.72
113909.76
133203.97
91240.08
23842.85
200139.25
11927.39
120041.09
152009.78
122737.34
122757.53
15606.33
30018.14
222609.93
2050.3
21224.94
54227.89
180816.6
203020.06
195343.54
172447.26
33521.65
85822.55
40908.65
193629.88
231048.63
234136.85
212547.14
Latitude
28.99
28.70
28.97
28.58
30.33
30.00
29.93
30.19
29.99
33.40
33.19
34.02
34.11
28.70
27.24
29.39
30.58
27.40
27.30
28.63
31.11
27.25
27.02
27.50
27.76
30.53
34.13
27.44
31.38
28.63
27.72
30.44
30.37
30.84
30.62
31.35
32.48
30.90
30.13
28.65
30.04
32.20
30.02
30.62
30.72
30.17
30.31
35.71
29.70
27.75
31.95
27.40
34.40
31.51
31.43
31.36
28.19
B10-6
Longitude
66.65
66.18
66.57
66.53
68.34
68.24
68.31
68.88
68.39
68.92
68.29
69.74
69.67
66.18
66.36
66.93
67.43
65.72
65.55
66.38
70.17
65.51
65.97
66.09
66.54
67.50
63.22
66.09
68.68
66.68
64.00
68.40
70.13
67.20
67.50
67.20
61.15
68.08
69.65
66.58
67.92
70.65
69.84
66.74
66.76
67.80
67.73
65.51
69.13
66.58
69.99
65.99
69.53
67.04
66.82
66.86
68.60
Magnitude
4.3
4.7
4.4
4.2
4.4
4.9
4.7
4.1
4.6
4.4
5.1
5.2
4.7
5.3
4.8
4.2
4.4
6.4
5.3
4.2
4.1
5.8
5.2
5.5
4.3
4.7
4.5
5.3
4.6
4.2
4.5
4.3
4.4
4.7
4.5
4.3
4.2
3.9
4.2
4.2
4.7
4.3
4.6
4.8
4.6
4.9
4.5
5.3
4.6
4.3
5.1
5.2
3.7
4.4
5.3
5.0
3.7
Depth
53
10
33
33
10
25
33
33
33
33
12
33
33
16
41
33
33
14
15
25
33
18
21
27
64
12
179
37
33
68
33
33
33
33
33
33
33
10
33
33
33
33
33
33
25
10
33
12
19
19
29
26
33
33
17
33
97
Year
Month
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1992
1993
1993
1993
1993
1993
1993
1993
1993
1993
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1994
1995
3
3
4
4
5
5
6
7
8
8
8
8
8
8
9
9
9
9
9
9
10
11
11
11
11
11
12
12
12
3
3
7
8
8
10
11
11
12
2
2
2
2
2
2
2
2
2
2
2
2
3
3
4
5
5
12
2
Day
9
31
24
28
4
16
20
14
16
22
23
28
28
28
11
11
11
12
18
27
18
6
8
8
17
27
18
25
28
8
11
26
23
23
30
16
19
29
19
23
23
23
23
24
24
24
24
26
26
28
2
29
3
12
21
10
22
Time
(hhmmss.mm)
UTC
165928.63
91606.91
70723.91
31909.53
105422.2
155030.61
211834.86
42428.28
133955.14
173154.27
213248.74
5050.45
33801.67
225558.42
110119.17
170358.68
182414.62
23450.79
235235.74
122838.07
62910.3
175838.06
84154.49
232725.11
23850.1
232819.24
1317.51
180700.79
134202.55
61528.89
425.51
93130.34
52143.31
195110.5
230553.01
155248.52
31813.21
180600.4
31308.66
80204.72
91020.79
115433.17
224517.66
1112.32
4500.88
5559.81
205131.91
23111.09
180228.97
111354.25
145722.65
112041.5
130351.67
80312.69
41833.86
121601.12
54251.7
Latitude
27.42
31.80
27.55
27.28
29.88
28.20
33.77
30.18
29.83
32.53
27.43
29.09
29.66
29.35
31.68
29.80
30.05
29.94
28.67
33.83
30.91
34.53
29.78
29.93
33.78
35.39
35.16
30.06
30.06
32.06
31.53
29.96
30.03
30.05
30.41
30.80
28.36
27.07
29.99
30.85
30.98
30.76
30.77
30.77
30.87
30.00
30.92
30.90
30.83
30.81
30.84
30.69
30.13
30.05
30.16
27.91
29.75
B10-7
Longitude
66.04
70.71
66.07
66.24
67.55
66.58
68.77
66.32
67.33
68.92
65.96
66.74
67.34
69.45
70.09
60.70
60.76
60.70
66.19
68.30
67.94
69.39
69.99
67.62
67.57
67.74
67.91
69.32
69.18
70.32
67.10
66.63
67.92
67.89
67.65
67.22
66.16
66.46
67.85
60.60
60.54
60.52
60.48
60.49
60.51
61.20
60.45
60.55
60.38
60.56
60.46
70.39
68.01
67.81
68.17
64.99
68.51
Magnitude
4.9
3.8
6.1
4.4
4.9
3.9
4.2
4.6
4.3
4.7
4.6
5.5
4.5
4.4
5.0
5.0
5.3
5.0
4.9
4.5
3.5
4.5
4.5
4.2
5.2
4.6
4.4
4.2
4.8
4.3
4.7
4.9
5.0
4.8
4.7
5.6
4.6
4.1
4.6
6.1
4.2
5.5
5.4
6.3
4.5
3.9
4.7
6.1
4.5
5.6
4.6
4.6
4.4
4.4
4.2
5.2
4.2
Depth
19
33
25
33
10
33
33
33
33
33
33
9
33
33
35
11
33
23
23
33
33
33
33
33
33
33
33
33
17
33
13
33
24
31
10
26
12
33
33
6
10
10
10
9
10
33
10
9
10
10
33
33
33
17
33
56
33
Year
Month
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1996
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
3
3
3
4
5
5
6
6
6
6
6
7
7
7
7
8
11
1
1
1
2
2
2
2
3
3
4
5
6
6
7
7
8
9
10
10
10
11
12
12
12
12
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
Day
16
23
24
6
31
31
5
11
11
11
16
11
16
20
28
10
6
17
29
29
6
6
21
29
1
3
23
29
21
28
24
26
2
27
1
4
8
11
1
1
1
22
1
10
14
31
18
27
27
27
27
27
27
27
27
27
27
Time
(hhmmss.mm)
UTC
32702.39
80751.59
23917.07
142613.02
135119.4
140602.61
164602.68
82635.53
215548.5
220350.35
211108.4
234544.07
233650.58
1925.31
210518.49
170021.06
115317.39
135140.77
32815.42
143538.14
123816.2
171355.85
95844.92
130824.23
141849.43
192705.25
182139.64
172225.45
3252.47
190654.98
32432.31
141409.9
113612.3
42415.7
161432.69
31015.03
12859.13
173443.4
4611.98
21748.44
90149.21
204556.11
33045.37
90830.59
41611.88
25653.39
214335.95
210802.36
211725.69
211949.21
212734.78
213036.57
214402.11
214425.01
214727.56
215155.72
220039.29
Latitude
30.13
32.89
33.10
30.89
30.23
30.09
30.05
29.86
32.62
32.54
29.42
29.70
29.97
29.85
31.95
29.31
29.02
35.52
35.83
35.63
35.74
35.69
35.65
30.36
27.77
28.10
29.13
30.64
28.61
28.68
31.10
27.69
29.40
32.16
32.35
28.20
29.51
28.75
29.45
29.47
29.39
31.25
30.26
28.87
29.69
29.51
30.66
29.98
29.77
29.75
29.92
29.99
29.91
29.80
29.82
30.10
30.06
B10-8
Longitude
67.57
68.14
70.46
67.95
67.94
68.07
67.96
67.72
69.68
69.49
69.29
69.62
69.57
69.52
69.68
67.38
64.25
65.22
65.09
65.09
65.38
65.43
65.12
69.17
62.85
66.38
67.62
70.27
69.00
69.14
68.58
66.98
67.69
70.01
70.54
66.62
61.06
66.13
65.82
66.09
65.92
70.18
68.12
67.32
70.12
68.09
70.25
68.21
68.32
68.38
68.13
67.98
67.94
68.18
67.89
67.92
68.06
Magnitude
4.8
4.2
4.1
4.3
5.6
4.0
4.5
4.1
5.7
4.5
4.1
4.6
4.7
4.7
4.3
3.9
4.7
4.2
4.0
3.7
4.3
4.2
4.0
4.3
4.2
4.4
3.6
3.7
5.1
3.8
4.8
4.0
5.2
4.7
4.7
3.6
4.2
4.2
3.9
4.4
4.1
4.8
4.5
4.4
4.1
3.8
4.3
7.3
5.1
4.6
4.4
6.0
4.8
4.9
4.6
4.4
4.3
Depth
28
33
40
33
23
33
33
33
27
33
33
23
30
19
33
33
109
33
42
33
33
33
33
33
33
33
33
33
33
33
10
33
33
46
33
33
33
33
33
33
33
33
39
33
10
33
33
33
33
33
33
33
33
33
33
33
33
Year
Month
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Day
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
Time
(hhmmss.mm)
UTC
220947.24
221224.82
221741.52
222019.62
222107.17
223100.08
223651.61
223949.7
224158.73
224913.33
225023.25
225559.3
225646.13
230254.31
233512.49
233909.49
234608.51
235414.88
1216.89
2803.33
3350.34
3612.73
4509.37
5828.68
10410.63
11312.98
11441.42
12622.05
14626.24
20528.54
21113.65
22204.85
22809.21
24313.08
25158.63
31209.94
31735.78
32025.62
45934.56
52557.16
52837.59
53442.18
62547.5
64453.33
75209.91
82739.02
94710.94
101233.24
102440.32
103652.45
135920.82
144640.3
151458.14
151725.79
161437.21
194340.81
211210.78
Latitude
29.80
29.94
29.96
29.98
30.50
30.05
29.64
29.56
29.53
29.65
30.40
29.99
30.16
29.55
30.01
30.05
30.07
29.34
29.63
29.98
29.90
29.60
29.87
29.82
29.67
29.62
29.70
29.93
29.63
29.91
29.49
29.85
29.55
29.47
29.56
30.09
29.56
30.02
29.90
29.61
30.01
29.48
29.63
29.88
29.73
29.69
29.78
29.36
29.93
29.88
29.83
29.36
29.83
29.64
30.08
30.08
29.71
B10-9
Longitude
68.52
68.12
68.06
68.24
67.63
68.04
68.08
68.55
68.29
68.25
68.02
68.14
68.06
67.64
68.05
67.98
68.04
67.81
68.40
68.11
68.14
68.62
67.82
68.38
68.57
68.26
68.37
68.20
68.20
68.09
68.32
67.78
68.54
68.53
68.62
68.16
68.57
68.17
68.11
68.56
67.84
68.50
68.20
68.09
68.09
68.22
68.19
68.10
67.77
68.10
68.05
68.32
68.21
68.28
67.91
67.87
68.51
Magnitude
3.7
3.9
4.3
4.3
4.7
4.1
3.6
4.7
4.7
4.2
4.0
3.8
3.7
3.3
3.5
4.3
3.7
3.8
3.8
3.8
4.0
4.3
4.0
4.5
4.5
3.6
3.8
3.8
4.7
3.8
4.4
4.1
3.6
3.9
4.0
4.1
4.7
4.3
4.3
3.7
4.3
4.3
4.5
3.8
4.4
4.1
3.6
3.8
3.8
4.4
3.8
3.5
3.6
4.1
4.3
3.4
4.4
Depth
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
Year
Month
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Day
28
28
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
3
3
3
3
3
3
3
4
4
4
4
4
4
4
5
5
5
5
5
7
8
8
9
9
9
9
10
11
13
Time
(hhmmss.mm)
UTC
221501.94
225848.15
4207.95
5707.36
13551.19
13908.43
20627.2
23615.55
41625.05
53551.37
63127.1
74431.52
75524.87
81332.84
82536.19
91026.26
91523.85
131742.74
163831.3
190247.76
202332.31
212352.66
30921.96
35825.08
52710.81
84352.35
120148.59
123307.02
22520.86
22833.27
23131.16
65110.61
130653.78
132254.04
194243.66
24935.07
95628.44
112426.52
125830.69
130347.86
140651.37
203319.61
41557.58
42203.41
84051.63
164207.32
172633.87
135248.6
4111.73
145852.03
60746.35
64757.85
83949.78
185005.69
60844.92
104758.63
12556.84
Latitude
29.98
30.08
29.54
29.57
30.02
29.88
30.13
30.00
30.55
29.90
29.81
29.88
30.13
29.58
30.42
29.97
30.75
29.92
29.81
30.03
29.85
30.00
30.65
29.66
29.78
29.91
29.84
29.55
29.89
29.58
29.60
30.34
29.91
29.64
29.56
29.66
30.37
29.57
29.93
29.42
29.76
29.61
29.53
29.28
29.77
29.62
30.51
29.83
29.15
29.41
29.66
29.24
29.81
29.86
29.59
30.03
29.81
B10-10
Longitude
68.17
68.13
68.35
68.26
67.85
67.96
67.99
67.68
68.01
68.19
68.04
67.99
67.87
68.32
67.42
68.17
67.85
68.08
68.48
67.75
68.09
68.23
69.71
68.12
68.23
68.16
68.07
68.26
67.98
68.51
68.83
67.96
67.80
68.20
68.25
68.38
67.72
68.24
68.39
68.79
68.24
68.75
68.18
68.39
68.32
68.28
67.69
67.73
69.17
68.58
68.10
68.68
67.79
68.05
68.15
66.99
67.93
Magnitude
4.3
4.4
4.8
3.8
3.9
4.1
4.1
3.6
3.9
3.8
4.1
4.4
3.7
4.3
4.3
3.9
3.8
3.6
3.6
3.6
4.3
4.2
3.5
4.3
4.3
3.6
3.9
3.6
4.3
4.7
4.5
3.8
3.8
3.9
4.5
4.5
3.6
3.6
3.9
5.8
3.9
4.0
3.7
3.8
4.1
4.0
3.7
3.7
3.6
4.1
4.3
4.4
3.3
3.9
4.6
3.7
3.8
Depth
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
Year
Month
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
Day
13
13
13
13
13
13
17
19
20
20
20
20
20
20
20
20
20
20
20
21
21
21
22
22
22
22
28
28
29
4
4
8
11
13
14
14
18
21
22
25
28
30
2
2
4
7
11
11
15
17
18
24
25
28
31
5
8
Time
(hhmmss.mm)
UTC
14201.44
15327.32
104900.39
132226.41
203812.85
234242.64
83142.61
111550.55
4730.77
33017.39
50044.34
85040.35
90313.02
93535.8
101649.11
111719.85
124619.7
155934.34
190958.32
45048.99
154634.84
171305.61
61952.16
123650.77
125350.03
234850.18
215225.93
222739.92
174341.53
24200.91
95643.6
31254.82
163155.77
112755.34
124058.42
133649.93
53218.41
154756.69
180130.96
180749.21
65209.12
161438.65
32438.67
61450.13
61621.05
30451.79
142854.78
143719.85
123546.99
30729.14
131021.97
203243.46
20141.47
52055.65
212624.34
33005.92
1154.63
Latitude
29.98
29.96
29.68
29.89
30.03
29.89
29.89
30.33
30.16
30.14
30.00
30.14
30.14
30.10
30.44
30.05
30.09
30.05
30.13
30.21
30.08
30.36
30.08
30.25
29.75
29.94
30.08
30.23
29.58
30.57
30.21
29.60
30.22
29.07
29.74
30.06
29.75
29.78
29.43
29.76
30.14
30.25
29.61
29.92
30.33
29.50
29.68
32.64
29.93
29.78
29.92
29.90
35.23
34.77
29.87
29.71
30.37
B10-11
Longitude
68.11
68.15
68.26
68.19
67.82
68.12
68.14
67.96
68.05
68.19
67.73
68.02
67.96
68.02
68.02
68.02
68.11
67.97
67.99
67.95
67.91
68.05
67.93
68.12
67.78
67.59
67.99
68.00
68.64
69.44
67.95
68.09
68.01
69.53
68.27
67.92
68.00
68.21
68.26
68.36
68.38
69.93
68.53
67.81
68.08
67.69
68.27
60.43
67.73
68.24
68.36
68.21
67.85
67.78
68.18
68.16
67.85
Magnitude
3.6
4.0
3.7
4.1
4.6
3.9
4.2
4.7
4.6
3.7
4.0
5.9
3.6
4.7
3.2
4.6
4.4
3.8
4.4
4.4
4.4
3.3
4.8
3.7
4.3
3.9
4.1
3.9
4.3
4.7
3.8
3.9
3.6
4.2
4.2
3.9
3.5
4.7
3.8
3.8
4.1
4.0
3.9
4.3
3.5
4.5
3.5
3.7
4.5
4.6
4.7
3.8
3.6
4.9
4.5
4.1
4.1
Depth
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
10
33
13
33
33
33
33
33
33
33
Year
Month
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
6
6
6
6
7
7
7
7
7
8
8
8
8
8
8
9
9
9
9
9
9
10
11
11
12
12
12
12
12
12
1
1
1
1
1
2
2
2
2
3
3
3
4
4
5
5
5
5
5
5
5
6
6
7
7
7
7
Day
13
17
20
25
10
13
13
13
18
15
16
24
24
24
25
7
7
7
7
7
28
3
8
28
4
11
12
13
24
29
1
5
16
17
31
2
13
13
17
3
11
18
21
29
1
2
9
17
28
28
30
21
26
9
12
12
13
Time
(hhmmss.mm)
UTC
232044.57
111841.23
230443.95
12220.59
112809.86
14258.83
15438.85
152542.12
185941.91
21635.77
141214.62
131521.86
151200.89
165108.63
141322.49
101524.93
104103.63
155625.27
195808.34
200643.8
141504.61
131358.58
105734.03
10754.43
101701.33
53034.31
122352.63
34135.66
72219.97
33332.55
181225.49
165835.29
211451.71
40536.77
173936.87
62700.86
130849.68
210235.91
191527.79
1144.82
313.48
232913.6
135212.72
173957.52
20217.64
34929.92
173910.15
54111.38
101615.23
201655.47
65454.94
155744.5
12352.64
5208.47
205216.15
221554.55
231235.22
Latitude
29.72
30.12
29.64
34.54
30.40
29.62
29.55
29.60
29.59
29.65
29.85
30.08
29.98
30.15
31.06
30.04
29.88
29.92
30.59
30.01
33.65
29.96
29.28
35.50
29.09
33.39
29.42
29.63
35.21
29.96
29.14
29.01
29.70
29.65
29.56
29.24
30.20
30.12
29.85
31.16
30.08
29.81
28.49
29.94
30.96
31.06
29.97
30.38
28.90
30.12
28.49
30.16
29.95
32.04
30.10
30.03
30.76
B10-12
Longitude
68.58
68.03
65.79
69.35
67.36
68.43
68.40
68.32
68.40
68.38
68.24
68.00
67.87
67.79
67.77
67.79
67.69
67.79
67.56
67.70
69.60
68.00
68.61
65.43
64.11
69.86
68.38
68.34
67.53
69.32
66.30
64.35
68.25
68.87
68.33
68.53
67.96
67.85
67.86
67.56
68.01
68.22
66.55
68.14
67.93
67.77
68.01
67.95
64.79
67.82
63.73
67.96
69.36
68.58
67.81
67.80
67.72
Magnitude
4.7
5.2
4.1
4.9
4.0
4.4
4.5
4.2
5.0
4.2
4.0
5.6
4.5
4.2
3.8
5.5
4.3
4.0
4.0
4.1
3.5
4.4
4.5
4.5
5.1
4.3
4.0
5.1
3.7
4.1
4.4
5.2
4.1
4.2
3.9
3.7
4.1
4.1
3.9
3.7
3.8
4.4
4.0
4.5
3.9
3.8
4.6
4.2
4.8
4.4
4.6
4.8
5.1
3.8
5.0
4.9
4.0
Depth
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
81
17
33
33
33
33
33
33
74
33
10
18
33
33
33
10
33
33
33
33
33
33
33
33
33
33
33
33
0
27
0
33
33
33
33
33
33
Year
Month
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1998
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
1999
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2001
2001
2001
7
7
7
7
7
7
7
7
8
8
11
1
2
2
2
2
3
3
3
4
4
4
5
6
6
6
6
7
7
7
7
7
8
10
11
12
12
1
2
2
2
3
3
3
4
6
6
7
8
8
10
10
10
12
1
2
3
Day
14
14
14
14
14
14
14
18
5
28
27
23
8
11
21
23
25
25
25
3
16
16
28
2
10
26
29
7
12
17
18
28
27
25
2
8
27
22
8
17
20
4
5
21
11
4
25
1
10
22
7
10
28
29
21
22
9
Time
(hhmmss.mm)
UTC
10122.18
54559.17
130349.71
130456.56
142502.58
190255.09
191034.8
142925.15
31638.59
213400.57
2950.36
95331.93
193438.88
140851.68
25149.21
40654.71
62813.76
85736.33
145155.3
203434.36
123115.42
161437.21
153847.75
190634.05
183106.46
215410.94
5756.94
230043.36
34216.96
230730.85
33643.78
131712.47
153034.59
183239.91
131459.78
211143.22
45942.73
91450.01
234417.74
94409.96
193638.26
125427.42
25422.99
221755.49
104659.99
175215.99
192730.16
25533.47
112649.57
1431.49
153454.77
233202.43
60313.98
175645.12
3118.53
75439.67
10709.02
Latitude
30.08
30.04
30.23
30.33
30.03
29.84
30.12
34.71
29.33
34.38
29.76
32.47
31.04
34.26
31.32
30.53
29.45
29.85
30.19
32.12
32.27
30.81
30.53
30.14
27.90
30.10
30.01
30.25
30.07
29.81
30.32
30.00
29.79
30.01
30.07
30.00
30.14
31.99
29.01
29.58
30.61
27.31
30.50
30.40
31.02
28.72
31.52
30.15
29.65
30.60
27.59
29.82
30.10
29.61
33.42
31.88
32.40
B10-13
Longitude
67.81
67.84
67.76
67.49
67.73
67.93
67.68
69.07
68.74
69.41
67.32
69.72
69.66
69.36
69.96
66.32
70.14
70.27
69.48
60.33
69.39
67.49
68.38
67.75
66.52
69.44
69.37
67.64
69.42
69.51
69.78
69.40
68.31
69.41
69.41
68.20
67.96
67.24
66.82
67.12
69.74
66.13
67.83
67.89
67.74
65.38
69.18
67.75
70.10
66.65
66.03
69.59
69.46
68.66
70.09
67.28
69.44
Magnitude
4.5
4.3
4.6
3.9
4.8
4.4
4.0
3.7
5.4
3.8
4.5
4.7
3.9
6.0
4.0
4.0
3.8
4.0
4.1
3.9
4.3
3.8
4.3
4.5
4.1
5.6
5.0
4.0
5.7
4.4
3.7
5.5
4.2
4.9
5.1
4.6
4.0
4.1
3.8
4.6
4.1
3.9
3.8
3.8
3.8
6.0
4.2
4.2
4.8
4.2
4.6
4.7
4.6
3.9
3.5
4.5
5.3
Depth
33
33
31
25
32
33
33
33
33
50
10
33
33
33
33
10
33
33
33
33
33
33
33
33
33
33
33
33
51
10
33
33
33
33
33
33
33
33
33
33
10
33
33
33
33
33
33
42
33
33
33
33
33
33
33
33
33
Year
Month
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2001
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2002
2003
2003
2003
2003
2003
2003
2003
2003
3
4
4
5
5
5
5
5
5
6
7
7
8
8
11
11
11
12
2
2
3
3
3
3
4
5
5
5
5
5
6
6
6
7
7
7
8
8
8
1
1
3
4
7
10
11
11
Day
29
6
12
4
5
16
16
24
26
30
15
22
10
14
2
29
29
29
26
28
2
3
6
16
19
4
4
5
13
14
15
19
28
13
14
27
20
22
27
14
29
25
22
22
28
6
25
Time
(hhmmss.mm)
UTC
161903.94
175312.47
4033.01
205313.56
221219.88
110016.94
131042.55
2115.35
231438.05
114834.92
63123.58
35641.47
142511.89
211928.88
145540.31
42854.01
203705.88
22714.44
63836.49
173638.81
81617.23
210344.11
102820.7
200518.31
162137.74
60745.95
62717.88
14053.69
230640.53
3104.88
202453.34
141033.02
101855.44
200627.54
84818.87
103625.08
174739.01
173431.91
54844.3
141357.19
114934.3
13353.85
222041.65
192833.08
150121.94
21302.05
194915.73
Latitude
29.79
29.46
29.52
30.02
33.46
30.13
30.18
30.34
31.74
30.98
29.86
32.09
29.73
29.94
29.26
30.22
29.80
31.42
29.66
32.71
32.71
30.20
30.04
29.86
32.23
28.96
28.93
29.04
30.23
30.29
30.11
32.35
28.38
30.80
30.76
29.77
27.74
27.00
32.10
27.99
30.43
27.59
30.95
29.83
29.85
30.71
31.29
B10-14
Longitude
66.76
66.60
68.75
68.58
69.61
69.74
69.84
67.73
63.73
69.77
68.15
69.46
67.09
65.27
68.70
67.66
68.53
70.28
66.56
70.10
70.04
69.33
69.38
66.32
68.35
68.97
68.90
69.00
67.98
67.92
69.75
68.51
66.48
69.98
69.56
68.28
67.32
65.90
69.67
62.35
67.58
64.99
69.82
69.67
68.88
69.85
70.07
Magnitude
4.2
4.0
4.4
4.1
4.3
5.1
4.9
4.7
4.6
5.2
4.4
4.1
4.3
4.8
4.7
4.4
4.5
4.5
4.4
4.0
4.6
4.4
4.4
3.7
4.4
4.8
4.2
3.9
4.4
3.9
4.3
4.2
4.6
5.8
3.9
4.2
3.9
4.2
4.1
5.5
4.0
4.3
4.3
4.5
4.0
4.7
5.0
Depth
33
33
33
33
33
17
14
33
33
35
15
33
33
33
33
33
33
53
33
33
33
37
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
56
33
55
33
33
33
33
33
付属資料　C（第3章）　横断構造物調査結果
C 1 道路構造物写真
C 2 List of Structure
C1
道路構造物写真
代表的な道路構造物（１） 盛土および切土
Km 11+450 橋梁No.1直後の盛土
H=4.5m
Km 16+500 ﾎﾞｯｸｽｶﾙﾊﾞｰﾄB8直前の盛土
H=2.7m
Km 19+500 盛土高 H=1.9m
Km 79+000 盛土高 H=2.4m
Km 77+900 調査区間で最も高い切土
H=6.8m
Km 80+500 切土高 H=1.3m
C1-1
代表的な道路構造物（２） 橋梁
橋梁No.1 Km 11+215-371、L=156.0m
（写真右側が上流）
橋梁No.2 Km 63+991-64+005、L=14.1m
（写真は上流側）
橋梁No.3 Km 64+268-338、L=70.3m
（写真は上流側）
橋梁No.4 Km 75+281-323、L=42.0m
（写真は上流側）
橋梁No.5 Km 97+461-503、L=42.0m
橋梁No.6 Km115+028 - 366、L=336.0m
（写真右側が上流）
C1-2
代表的な道路構造物（３）　ﾊﾟｲﾌﾟｶﾙﾊﾞｰﾄおよびﾎﾞｯｸｽｶﾙﾊﾞｰﾄ
P101 Km 40+917 φ1000mm x1, L=14.7m
P69 Km 20+066 φ1500mm x2, L=14.6m
P181 Km 73+381 φ1500mm x3, L=16.6m
B20 Km 46+986 4.1m x1.7m x1, L=14.0m
B24 Km 50+494 4.1m x1.5m x2, L=14.0m
B34 Km 61+287 4.2m x1.7m x3, L=16.0m
C1-3
C2
List of Structure
No.
B1
B2
P1
P2
P3
P4
B3
P5
P6
P7
P8
P9
P10
P11
B4
P12
P13
CW1
P14
CW2
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
P26
B5
P27
P28
Br1
P29
P30
P31
P32
P33
P34
P35
B6
P36
P37
P38
P39
P40
B7
P41
P42
P43
P44
P45
P46
P47
P48
P49
P50
P51
P52
P53
P54
P55
P56
B8
P57
P58
P59
P60
B9
P61
P62
P63
P64
P65
P66
CW3
CW4
Start
Kilopost (Km)
Center
5+073.0
6+522.0
11+215.4
18+508.5
18+998.3
0+100
0+759
1+185
1+256
1+517
1+823
2+007
2+357
2+397
3+011
3+272
3+412
3+438
3+639
3+712
4+075
4+585
5+131
6+495
6+567.5
6+614
7+106
8+075
8+313
8+714
9+146
9+253
9+382
9+819.5
10+006
10+204
10+471
10+692
10+886
11+045
11+293.40
11+442
11+921
11+947
12+335
12+592
12+794
12+893
12+980
13+000
13+160
13+380
13+444
13+578
13+729
13+798
13+988
14+044
14+105
14+271
14+354
14+535
14+771
14+846
14+939
14+981
15+056
15+250
15+411
15+773
15+925
16+154
16+425
16+576
16+656
16+910
17+280
17+609
17+677
17+858
17+979
18+209
18+321
18+610
19+078.4
List of All Sructures (1/12 )
End
5+189.0
6+613.0
11+371.4
18+711.5
19+158.5
Dimension
φ or W x H
1.00x1.00m
1.00x1.00m
φ1000mm
φ600mm
φ750mm
φ1000mm
1.10x1.40m
φ1000mm
φ1000mm
φ900mm
φ600mm
φ1000mm
φ200mm
φ1000mm
1.00x1.00m
φ1000mm
φ1000mm
Causway
φ200mm
Causway
Choked
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1500mm
φ1500mm
φ1500mm
φ1000mm
φ1000mm
2.00x2.00m
φ1500mm
φ1500mm
[email protected]
φ1500mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
1.00x1.10m
φ1500mm
φ800mm
φ900mm
φ1000mm
φ700mm
4.10x1.60m
φ800mm
φ800mm
φ1000mm
φ700mm
φ700mm
φ700mm
φ100mm pipe
φ800mm
φ800mm
φ800mm
φ800mm
φ1000mm
φ1500mm
φ700mm
φ1000mm
φ600mm
4.10x2.00m
φ750mm
φ1500mm
φ750mm
φ1500mm
2.00x1.50m
φ1000mm
φ1500mm
φ750mm
φ1500mm
φ1000mm
φ750mm
Causeway
Causeway
nos.
Length (m)
1
1
1
1
1
2
2
1
1
1
1
2
1
1
1
1
1
1
1
3
1
3
1
3
1
2
2
1
1
1
1
1
1
2
1
3
1
1
1
1
1
2
1
1
1
1
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
1
1
1
1
1
1
-
14.00
13.50
32.00
13.50
13.50
19.00
13.50
16.50
12.80
13.00
12.00
18.00
14.00
16.70
17.60
16.70
17.50
116.0
13.00
91.0
16.00
15.00
14.90
17.10
14.50
17.00
15.00
15.00
16.80
15.00
16.00
16.00
21.00
19.00
17.00
156.0
35.00
20.00
21.00
15.80
16.00
20.00
16.00
23.10
26.50
15.50
16.00
18.00
18.00
14.20
14.80
15.80
16.00
16.00
15.00
14.00
12.40
14.80
14.80
15.80
14.70
27.00
14.50
15.80
28.00
15.00
20.30
16.50
21.50
17.00
18.60
14.30
14.85
14.70
16.00
18.80
16.00
14.65
203.0
160.2
C2-1
C2-1
Notes
Good condition
U/Stream head wall dameged
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Both side head wall damaged
D/Stream pipe damaged
Good condition
Both side is choked, no head wall & wing walls
D/Stream head wall broken, R/Side pipe broken
Siphon type, D/Stream is silted
Siphon type culvert, both side is filled up by meterial
Siphon type culvert, both side is filled up by meterial
Good condition
U/Stream side is choked, no head wall & wing wall
Good condition
U/Stream is choked & D/Stream is bad condition
D/Stream head wall is broken
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Down stream head wall is broken
D/Stream R/Side head wall is broken
Good Condition, U/Stream syphon type
D/Stream is chowked , U/Stream syphon type culvert
D/S head wall is damaged
D/Stream head wall is broken
Good condition
Good condition
Good condition
U/Stream head wall is broken
D/Stream head wall is broken
D/Stream no wing walls & no head walls, U/Stream head wall is broken
U/Steram 1 rim damaged, D/Stream 2 rim damaged, head wall & wing walls are damaged
Good condition
Good condition
D/Stream head wall and pipe 0.50cm is damaged, no head wall
Both sides are choked
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Both sides are covered with material
Good condition
U/Stream is ckoked, no wing walls & head walls
Good condition
D/Stream R/Side wing wall is broken
Good condition
U/Stream is filled up with meterial
Both sides are filled up with meterial
Good condition
Good condition
Good condition
Good condition
Good condition
List of All Sructures (2/12 )
No.
P67
P68
P69
P70
CW5
P293
P71
P72
P73
B10
B11
P74
P75
P76
CW6
P77
P78
P79
P80
CW7
P81
CW8
P82
P83
B12
CW9
P84
P85
P86
CW10
P87
P88
P89
P90
CW11
P91
B13
CW12
P92
CW13
CW14
CW15
CW16
CW17
CW18
CW19
P93
P94
P95
P96
P97
P98
P99
P100
P101
B14
P102
P103
B15
B16
P104
P105
B17
P106
P107
P108
B18
B19
P109
B20
B21
P110
B22
P111
P112
B23
P113
P114
P115
P116
Start
Kilopost (Km)
Center
End
Dimension
φ or W x H
nos.
Length (m)
20+575.7
22+995.0
23+794.0
24+542.5
25+990.0
26+973.3
28+980.0
30+450.0
31+759.3
32+452.3
33+528.0
33+956.5
35+025.5
35+621.0
36+809.0
-
19+346
19+479
20+066
20+307
20+637.85
20+806
21+206
21+605
21+837
21+932
22+118
22+144
22+506
22+805
23+052.40
23+252
23+407
23+507
23+621
23+860.15
24+307
24+606.55
25+007
25+327
25+702
26+068
26+178
26+470
26+659
27+023.55
27+544
27+685
28+018
28+337
29+067
29+144
29+521
30+516
30+950
31+864.05
32+508.15
33+608
34+030.4
35+106
35+742.5
36+874.8
37+353
37+660
38+097
38+517
38+930
39+411
39+942
40+459
40+917
41+312
41+893
42+392
42+964
43+387
43+727
43+982
44+490
44+862
45+050
45+304
45+831
46+112
46+387
46+986
47+267
47+474
47+862
48+618
48+782
48+980
49+141
49+255
49+991
50+130
20+700.0
23+109.8
23+926.3
24+670.6
26+146.0
27+073.8
29+154.0
30+582.0
31+968.8
32+564.0
33+688.0
34+104.3
35+186.5
35+864.0
36+940.6
-
φ750mm
φ1000mm
φ1500mm
φ800mm
Causeway
φ700mm
φ1000mm
φ1000mm
φ1500mm
4.20x2.50m
4.00x2.50m
φ1000mm
φ1000mm
φ1000mm
Causeway
φ900mm
φ1000mm
φ1000mm
φ750mm
Causeway
φ750mm
Causeway
φ750mm
φ1000mm
Choked
Causeway
φ750mm
φ1500mm
φ800mm
Causeway
φ1500mm
φ800mm
φ950mm
φ950mm
Causeway
φ750mm
3.00x1.50m
Causeway
φ1000mm
Causeway
Causeway
Causeway
Causeway
Causeway
Causeway
Causeway
φ750mm
φ1500mm
φ1500mm
φ1500mm
φ1500mm
φ1500mm
φ1500mm
φ1000mm
φ1000mm
4.10x2.00m
φ1000mm
φ1500mm
3.90x1.00m
4.10x1.70m
φ1000mm
φ1000mm
4.00x1.70m
φ1000mm
φ1500mm
φ1500mm
4.00x1.50m
4.00x1.50m
φ1000mm
4.10x1.70m
4.00x1.50m
φ1000mm
4.10x1.50m
φ1500mm
φ1500mm
4.10x1.50m
φ1500mm
φ1000mm
φ1500mm
φ1500mm
1
1
2
1
1
2
1
1
2
1
1
1
1
1
2
1
1
1
3
2
1
1
3
1
2
1
2
1
1
1
3
1
3
1
2
2
2
3
1
1
2
1
2
1
2
1
1
1
1
1
2
1
1
1
1
1
4
1
2
2
1
2
1
2
1
14.80
15.80
14.60
18.75
124.3
12.60
12.70
13.70
14.50
18.20
18.20
16.00
12.70
12.80
114.8
12.60
12.70
12.95
12.65
132.3
12.70
128.1
12.75
12.85
11.50
156.0
12.50
12.50
12.75
100.5
12.70
12.70
12.70
12.90
174.0
14.80
12.70
132.0
12.80
209.5
111.7
160.0
147.8
161.0
243.0
131.6
12.70
14.50
15.80
15.80
15.90
15.80
19.90
15.70
14.70
14.00
15.70
16.80
16.50
14.90
16.00
15.70
18.00
17.00
14.80
15.00
14.00
15.90
14.80
14.00
14.00
14.80
13.90
14.90
14.80
14.00
14.80
14.80
14.80
14.80
C2-2
C2-2
Notes
Good condition
Out Let & In Let pipe is damaged
Good condition
D/Stream head wall is broken
Good condition
Good condition
Good condition
Good condition
Good condition
U/Stream L/Side box is damaged (1.6x4.5m) & wing wall & head wall are damaged
Good condition
Good condition
Good condition
Good condition
D/Stream is dameaged by erosion
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Both sides are choked
Both sides are dameaged by erosion
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Both sides are dameaged by erosion
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
D/Stream is dameaged by erosion
D/Stream is dameaged by erosion
D/Stream is dameaged by erosion
Good condition
D/Stream is dameaged by erosion
Good condition
D/Stream head wall is damaged
Good condition
Good condition
Good condition
U/Stream head wall is damaged
Good condition
Good condition
from D/Stream 5th precast pipe is damaged, L/Side road edge is damaged (1.0x0.7m)
U/Stream head wall is damaged (2.0m), D/Stream good condition
Good condition
Good condition
Good condition
Good condition
D/Stream pipe and road shoulder is damaged (3.0x2.0m), U/Stream good condition
Good condition
D/Stream 3rd slabe is damaged (4.0x2.3m), U/Stream good condition
Good condition
Good condition
Good condition
D/Stream 2nd slabe is damaged (4.0x2.3m), U/Stream condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
List of All Sructures (3/12 )
No.
B24
B25
P117
B26
P118
P119
P120
P121
P122
P123
P124
P125
P126
P127
P128
P129
P130
B27
P131
P132
P133
P134
B28
B29
P135
P136
P137
P138
P139
P140
B30
P141
B31
P142
B32
P143
P144
B33
P145
P146
P147
P148
P149
B34
P150
P151
P152
P153
P154
P155
P156
P157
Br2
P158
Br3
P159
P160
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
CW20
CW21
P177
P178
P179
P180
P181
Start
Kilopost (Km)
Center
End
Dimension
φ or W x H
nos.
Length (m)
63+990.7
64+268.0
70+138.8
70+648.0
-
50+494
51+064
51+342
51+457
51+639
51+738
52+011
52+101
52+285
52+479
52+672
52+978
53+410
53+587
53+698
53+879
54+005
54+211
54+306
54+576
54+693
55+150
55+540
56+042
56+310
56+542
56+683
56+850
56+914
57+052
57+380
57+547
57+794
57+948
58+235
58+790
59+293
59+576
59+861
60+086
60+377
60+570
60+769
61+287
61+876
62+254
62+480
62+879
63+276
63+471
63+735
63+976
63+991.25
64+061
64+303
64+919
65+250
65+570
65+830
65+946
66+171
66+231
66+450
66+685
66+977
67+277
67+456
67+656
67+824
68+247
68+906
69+424
69+643
70+261.65
70+748
72+100
72+518
72+990
73+255
73+381
64+004.8
64+338.3
70+384.5
70+848.0
-
4.10x1.50m
4.10x1.50m
φ1000mm
4.00x1.50m
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
3.00x2.50m
φ1500mm
φ1000mm
φ1500mm
φ1500mm
2.00x2.50m
2.00x2.50m
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
3.20x2.50m
φ1000mm
2.00x2.50m
φ1000mm
3.00x2.50m
φ1000mm
φ1500mm
4.00x1.50m
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
4.20x1.70m
φ1500mm
φ1000mm
φ1000mm
φ750mm
φ1000mm
φ1000mm
φ750mm
φ1000mm
[email protected]
φ800mm
[email protected]
φ1000mm
φ1000mm
φ1000mm
φ800mm
φ1000mm
φ900mm
φ700mm
φ1000mm
φ1000mm
φ1000mm
φ750mm
φ1000mm
φ1000mm
φ800mm
φ700mm
φ1000mm
φ1000mm
φ1500mm
Causeway
Causeway
φ1100mm
φ1000mm
φ1000mm
φ1500mm
φ1500mm
2
1
1
1
1
1
2
1
3
2
4
5
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
2
1
1
1
1
1
1
1
2
1
1
1
1
3
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
3
1
1
2
3
14.00
13.90
17.00
14.20
14.80
14.80
14.80
14.80
14.90
14.80
15.00
14.90
14.90
16.00
16.00
14.80
15.00
16.10
14.65
14.60
16.70
19.60
14.10
18.10
14.60
15.60
14.60
28.80
17.70
14.60
32.20
14.50
16.10
17.60
16.50
18.50
18.70
14.80
14.90
14.50
14.50
14.90
14.80
16.00
13.50
14.50
14.80
14.70
15.00
14.80
14.90
15.85
14.10
13.50
70.30
14.80
15.70
19.80
14.70
14.80
14.00
16.90
14.70
20.50
14.80
14.60
14.70
17.00
14.70
16.00
15.80
15.80
15.60
245.7
200.0
16.80
15.00
14.80
14.50
16.60
C2-3
C2-3
Notes
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
D/Stream head wall & wing wall are damaged
Good condition
Good condition
Good condition
Good condition
Good condition
U/Stream 1st box L/S wall is damaged, from D/S 11th precast top slab is damaged (1x1m)
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
D/Stream is dameaged by erosion
Good condition
Good condition
Good condition
U/Stream head wall is broken
Good condition
List of All Sructures (4/12 )
No.
P182
P183
P184
Br4
CW22
P185
P186
P187
P188
P189
P190
P191
P192
P193
B35
P194
P195
P196
P197
B36
P198
P199
P200
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
CW23
P220
CW24
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
Br5
P234
P235
P236
P237
P238
P239
P240
P241
P242
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P254
Start
Kilopost (Km)
Center
End
Dimension
φ or W x H
nos.
Length (m)
75+280.9
75+876.0
87+534.0
88+659.0
97+461.0
-
73+868
74+361
74+566
75+302
75+992
75+687
75+854
76+362
76+695
77+294
77+504
78+303
78+954
79+454
80+185
80+317
80+580
80+785
80+941
81+491
81+597
81+738
81+895
81+996
82+276
82+756
83+016
83+365
83+624
84+037
84+444
84+828
84+961
85+276
85+385
85+539
85+703
85+839
85+950
86+125.5
86+347
86+767
87+635.5
88+012
88+761
89+442
89+960
90+329
90+629
91+526
92+436
93+090
93+621
94+119
94+418
95+056
95+536
96+416
97+482
98+123
98+872
99+710
100+056
100+459
100+750
101+102
101+329
101+436
101+807
101+969
102+272
102+393
102+625
102+960
103+333
103+363
103+505
103+680
103+832
103+841
75+322.9
76+108.0
87+737.0
88+863.0
97+503.0
-
φ1000mm
φ1000mm
φ1000mm
[email protected]
Causeway
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
1.0∼1.4x0.6m
φ1500mm
φ1000mm
φ1000mm
3.90x4.00m
φ1500mm
φ1500mm
φ1000mm
φ1000mm
4.00x2.00m
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1500mm
Causeway
φ1000mm
Causeway
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
[email protected]
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ900mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
φ750mm
φ1000mm
φ1000mm
φ750mm
φ1000mm
Choked
1
1
2
1
1
1
2
2
1
2
2
3
1
1
1
1
3
1
1
1
1
2
1
1
2
1
1
2
1
1
2
1
1
1
1
1
1
1
1
1
1
2
1
1
3
3
3
2
1
2
1
1
2
2
3
2
3
1
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
14.70
14.80
14.80
42.00
232.0
17.00
14.80
14.70
18.70
14.80
15.90
15.50
15.50
14.80
18.50
18.70
16.70
14.80
20.00
20.00
17.90
17.80
18.00
17.70
18.00
18.80
15.60
14.90
14.90
15.50
14.80
14.80
14.80
14.80
14.80
14.80
14.80
17.00
15.00
14.90
14.90
14.70
203.0
14.70
204.0
15.60
14.90
14.70
14.80
14.80
14.60
14.70
14.90
14.80
14.70
14.70
14.80
14.90
42.00
14.90
14.80
14.80
15.50
19.80
14.80
23.00
18.70
18.90
35.00
22.80
19.00
14.80
14.70
14.70
22.00
20.00
16.00
15.00
15.00
14.60
C2-4
C2-4
Notes
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Chanel for Karaze, U/S 1.0x0.6m, D/S 1.4x0.6m, No head wall, wing wall, and pipe
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Silt up
Good Condition
Silt up
Silt up
Silt up
Good condition
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Good condition
Silt up
Good condition
Good condition
Silt up
Silt up
Silt up
Silt up
D/Stream L/Side edge is damaged
Good condition
Silt up
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Good condition
Good condition
Good condition
Silt up
U/Stream head wall is Broken
Silt up
Good condition
Good condition
Good condition
Good condition
Both sides are choked
List of All Sructures (5/12 )
No.
P255
P256
P257
P258
P259
P260
B37
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
P275
P276
P277
P278
P279
P280
P281
P282
P283
P284
P285
P286
P287
P288
P289
P290
P291
P292
Start
Br6 115+028.0
-
Kilopost (Km)
Center
End
Dimension
φ or W x H
nos.
Length (m)
104+280
104+288
104+385
104+672
104+761
104+844
104+870
104+904
105+072
105+205
105+407
105+623
105+855
106+046
106+920
107+294
107+407
107+877
108+202
108+761
109+188
109+540
109+722
110+350
110+618
110+998
111+995
112+174
112+434
112+721
112+884
113+704
113+832
113+980
114+091
114+197
114+432
115+197
115+783
116+012
115+366.0
-
φ750mm
φ900mm
φ1000mm
φ700mm
φ700mm
φ750mm
2.00x2.60m
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
Choked
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
Choked
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1000mm
φ1500mm
φ1000mm
φ1000mm
φ1000mm
[email protected]
φ1000mm
φ1000mm
1
1
1
1
1
1
3
1
1
3
1
2
1
1
1
1
1
1
2
2
1
1
2
3
1
1
3
1
2
1
3
1
1
1
1
1
1
1
1
12.70
19.20
14.80
17.00
22.00
20.00
30.40
29.00
17.80
15.00
15.00
18.80
14.80
14.80
14.80
16.00
15.00
14.80
16.00
14.80
14.80
14.80
15.80
14.80
14.90
15.00
15.00
14.80
14.80
14.80
14.90
17.70
16.00
17.00
17.00
16.70
21.00
338.0
39.00
52.60
C2-5
C2-5
Notes
Both sides are broken
Both sides are broken
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Both Sides are Choked
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
Silt up
List of Pipe Culverts (6/12 )
No.
Kilopost (Km)
Dimension
nos.
Length (m)
Pipe length
Notes
Start
Center
End
φ or W x H
P1
-
1+185
-
φ1000mm
1
32.00
32.00
Good condition
P2
-
1+256
-
φ600mm
1
13.50
13.50
Good condition
P3
-
1+517
-
φ750mm
1
13.50
13.50
Good condition
P4
-
1+823
-
φ1000mm
2
19.00
38.00
Good condition
P5
-
2+357
-
φ1000mm
1
16.50
16.50
Good condition
P6
-
2+397
-
φ1000mm
1
12.80
12.80
Good condition
P7
-
3+011
-
φ900mm
1
13.00
13.00
Both side head wall damaged
P8
-
3+272
-
φ600mm
1
12.00
12.00
D/Stream pipe damaged
P9
-
3+412
-
φ1000mm
2
18.00
36.00
Good condition
P10
-
3+438
-
φ200mm
1
14.00
14.00
Both side is choked, no head wall & wing walls
P11
-
3+639
-
φ1000mm
1
16.70
16.70
D/Stream head wall broken, R/Side pipe broken
P12
-
4+075
φ1000mm
1
16.70
16.70
Siphon type culvert, both side is filled up by meterial
P13
-
4+585
-
φ1000mm
1
17.50
17.50
Siphon type culvert, both side is filled up by meterial
P14
-
6+495
-
φ200mm
1
13.00
13.00
U/Stream side is choked, no head wall & wing wall
P15
-
6+614
-
Choked
1
16.00
16.00
U/Stream is choked & D/Stream is bad condition
P16
-
7+106
-
φ1000mm
3
15.00
45.00
D/Stream head wall is broken
P17
-
8+075
-
φ1500mm
1
14.90
14.90
Good condition
P18
-
8+313
-
φ1000mm
3
17.10
51.30
Good condition
P19
-
8+714
-
φ1000mm
1
14.50
14.50
Good condition
P20
-
9+146
-
φ1000mm
3
17.00
51.00
Good condition
P21
-
9+253
-
φ1500mm
1
15.00
15.00
Good condition
P22
-
9+382
-
φ1500mm
2
15.00
30.00
Good condition
P23
-
9+819.5
-
φ1500mm
2
16.80
33.60
Good condition
P24
-
10+006
-
φ1500mm
1
15.00
15.00
Good condition
P25
-
10+204
-
φ1000mm
1
16.00
16.00
Good condition
P26
-
10+471
-
φ1000mm
1
16.00
16.00
Good condition
P27
-
10+886
-
φ1500mm
1
19.00
19.00
Good condition
P28
-
11+045
-
φ1500mm
1
17.00
17.00
Good condition
P29
-
11+442
-
φ1500mm
2
35.00
70.00
Good condition
P30
-
11+921
-
φ1000mm
1
20.00
20.00
Good condition
P31
-
11+947
-
φ1500mm
3
21.00
63.00
Good condition
P32
-
12+335
-
φ1000mm
1
15.80
15.80
Good condition
P33
-
12+592
-
φ1000mm
1
16.00
16.00
Down stream head wall is broken
P34
-
12+794
-
φ1000mm
1
20.00
20.00
D/Stream R/Side head wall is broken
P35
-
12+893
-
φ1000mm
1
16.00
16.00
Good Condition, U/Stream syphon type
P36
-
13+000
-
φ1500mm
2
26.50
53.00
D/S head wall is damaged
P37
-
13+160
-
φ800mm
1
15.50
15.50
D/Stream head wall is broken
P38
-
13+380
-
φ900mm
1
16.00
16.00
Good condition
P39
-
13+444
-
φ1000mm
1
18.00
18.00
Good condition
P40
-
13+578
-
φ700mm
1
18.00
18.00
Good condition
P41
-
13+798
-
φ800mm
1
14.80
14.80
D/Stream head wall is broken
P42
-
13+988
-
φ800mm
1
15.80
15.80
D/Stream no wing walls & no head walls, U/Stream head wall is broken
P43
-
14+044
-
φ1000mm
1
16.00
16.00
U/Steram 1 rim damaged, D/Stream 2 rim damaged, head wall & wing walls are damaged
P44
-
14+105
-
φ700mm
1
16.00
16.00
Good condition
P45
-
14+271
-
φ700mm
1
15.00
15.00
Good condition
P46
-
14+354
-
φ700mm
1
14.00
14.00
D/Stream head wall and pipe 0.50cm is damaged, no head wall
P47
-
14+535
-
1
12.40
12.40
Both sides are choked
P48
-
14+771
-
φ800mm
1
14.80
14.80
Good condition
P49
-
14+846
-
φ800mm
1
14.80
14.80
Good condition
P50
-
14+939
-
φ800mm
1
15.80
15.80
Good condition
P51
-
14+981
-
φ800mm
1
14.70
14.70
Good condition
P52
-
15+056
-
φ1000mm
1
27.00
27.00
Good condition
P53
-
15+250
-
φ1500mm
1
14.50
14.50
Good condition
P54
-
15+411
-
φ700mm
1
15.80
15.80
Good condition
P55
-
15+773
-
φ1000mm
1
28.00
28.00
Good condition
P56
-
15+925
-
φ600mm
1
15.00
15.00
Good condition
P57
-
16+425
-
φ750mm
1
16.50
16.50
Both sides are covered with material
P58
-
16+576
-
φ1500mm
1
21.50
21.50
Good condition
P59
-
16+656
-
φ750mm
1
17.00
17.00
U/Stream is ckoked, no wing walls & head walls
P60
-
16+910
-
φ1500mm
1
18.60
18.60
Good condition
P61
-
17+609
-
φ1000mm
1
14.85
14.85
Good condition
P62
-
17+677
-
φ1500mm
1
14.70
14.70
U/Stream is filled up with meterial
P63
-
17+858
-
φ750mm
1
16.00
16.00
Both sides are filled up with meterial
P64
-
17+979
-
φ1500mm
1
18.80
18.80
Good condition
P65
-
18+209
-
φ1000mm
1
16.00
16.00
Good condition
P66
-
18+321
-
φ750mm
1
14.65
14.65
Good condition
P67
-
19+346
-
φ750mm
1
14.80
14.80
Good condition
P68
-
19+479
-
φ1000mm
1
15.80
15.80
Out Let & In Let pipe is damaged
P69
-
20+066
-
φ1500mm
2
14.60
29.20
Good condition
P70
-
20+307
-
φ800mm
1
18.75
18.75
D/Stream head wall is broken
P293
-
20+806
-
φ700mm
1
12.60
12.60
Good condition
P71
-
21+206
-
φ1000mm
2
12.70
25.40
Good condition
P72
-
21+605
-
φ1000mm
1
13.70
13.70
Good condition
P73
-
21+837
-
φ1500mm
1
14.50
14.50
Good condition
P74
-
22+144
-
φ1000mm
1
16.00
16.00
Good condition
P75
-
22+506
-
φ1000mm
1
12.70
12.70
Good condition
P76
-
22+805
-
φ1000mm
1
12.80
12.80
Good condition
P77
-
23+252
-
φ900mm
1
12.60
12.60
Good condition
P78
-
23+407
-
φ1000mm
2
12.70
25.40
Good condition
P79
-
23+507
-
φ1000mm
1
12.95
12.95
Good condition
P80
-
23+621
-
φ750mm
1
12.65
12.65
Good condition
P81
-
24+307
-
φ750mm
1
12.70
12.70
Good condition
P82
-
25+007
-
φ750mm
3
12.75
38.25
Good condition
P83
-
25+327
-
φ1000mm
2
12.85
25.70
Good condition
P84
-
26+178
-
φ750mm
1
12.50
12.50
Good condition
P85
-
26+470
-
φ1500mm
3
12.50
37.50
Good condition
P86
-
26+659
-
φ800mm
1
12.75
12.75
Good condition
φ100mm pipe
C2-6
(m)
C2-6
List of Pipe Culverts (7/12 )
No.
Kilopost (Km)
Dimension
nos.
Length (m)
Pipe length
Notes
Start
Center
End
φ or W x H
P87
-
27+544
-
φ1500mm
2
12.70
25.40
Good condition
P88
-
27+685
-
φ800mm
1
12.70
12.70
Good condition
P89
-
28+018
-
φ950mm
2
12.70
25.40
Good condition
P90
-
28+337
-
φ950mm
1
12.90
12.90
Good condition
P91
-
29+144
-
φ750mm
1
14.80
14.80
Good condition
P92
-
30+950
-
φ1000mm
3
12.80
38.40
Good condition
P93
-
37+353
-
φ750mm
1
12.70
12.70
Good condition
P94
-
37+660
-
φ1500mm
3
14.50
43.50
D/Stream head wall is damaged
P95
-
38+097
-
φ1500mm
1
15.80
15.80
Good condition
P96
-
38+517
-
φ1500mm
2
15.80
31.60
Good condition
P97
-
38+930
-
φ1500mm
2
15.90
31.80
Good condition
P98
-
39+411
-
φ1500mm
2
15.80
31.60
U/Stream head wall is damaged
P99
-
39+942
-
φ1500mm
3
19.90
59.70
Good condition
P100
-
40+459
-
φ1000mm
1
15.70
15.70
Good condition
P101
-
40+917
-
φ1000mm
1
14.70
14.70
from D/Stream 5th precast pipe is damaged, L/Side road edge is damaged (1.0x0.7m)
P102
-
41+893
-
φ1000mm
1
15.70
15.70
Good condition
P103
-
42+392
-
φ1500mm
2
16.80
33.60
Good condition
P104
-
43+727
-
φ1000mm
1
16.00
16.00
D/Stream pipe and road shoulder is damaged (3.0x2.0m), U/Stream good condition
P105
-
43+982
-
φ1000mm
1
15.70
15.70
Good condition
P106
-
44+862
-
φ1000mm
1
17.00
17.00
Good condition
P107
-
45+050
-
φ1500mm
1
14.80
14.80
Good condition
P108
-
45+304
-
φ1500mm
2
15.00
30.00
Good condition
P109
-
46+387
-
φ1000mm
1
14.80
14.80
Good condition
P110
-
47+474
-
φ1000mm
4
14.80
59.20
Good condition
P111
-
48+618
-
φ1500mm
2
14.90
29.80
Good condition
P112
-
48+782
-
φ1500mm
2
14.80
29.60
Good condition
P113
-
49+141
-
φ1500mm
2
14.80
29.60
Good condition
P114
-
49+255
-
φ1000mm
1
14.80
14.80
Good condition
P115
-
49+991
-
φ1500mm
2
14.80
29.60
Good condition
P116
-
50+130
-
φ1500mm
1
14.80
14.80
Good condition
P117
-
51+342
-
φ1000mm
1
17.00
17.00
Good condition
P118
-
51+639
-
φ1000mm
1
14.80
14.80
Good condition
P119
-
51+738
-
φ1000mm
1
14.80
14.80
Good condition
P120
-
52+011
-
φ1000mm
2
14.80
29.60
Good condition
P121
-
52+101
-
φ1000mm
1
14.80
14.80
Good condition
P122
-
52+285
-
φ1000mm
3
14.90
44.70
Good condition
P123
-
52+479
-
φ1000mm
2
14.80
29.60
Good condition
P124
-
52+672
-
φ1000mm
4
15.00
60.00
Good condition
P125
-
52+978
-
φ1000mm
5
14.90
74.50
Good condition
P126
-
53+410
-
φ1000mm
1
14.90
14.90
Good condition
P127
-
53+587
-
φ1000mm
1
16.00
16.00
Good condition
P128
-
53+698
-
φ1000mm
1
16.00
16.00
Good condition
P129
-
53+879
-
φ1000mm
1
14.80
14.80
Good condition
P130
-
54+005
-
φ1000mm
1
15.00
15.00
Good condition
P131
-
54+306
-
φ1500mm
1
14.65
14.65
Good condition
P132
-
54+576
-
φ1000mm
1
14.60
14.60
Good condition
P133
-
54+693
-
φ1500mm
1
16.70
16.70
Good condition
P134
-
55+150
-
φ1500mm
1
19.60
19.60
Good condition
P135
-
56+310
-
φ1000mm
2
14.60
29.20
D/Stream head wall & wing wall are damaged
P136
-
56+542
-
φ1000mm
1
15.60
15.60
Good condition
P137
-
56+683
-
φ1000mm
1
14.60
14.60
Good condition
P138
-
56+850
-
φ1500mm
2
28.80
57.60
Good condition
P139
-
56+914
-
φ1000mm
1
17.70
17.70
Good condition
P140
-
57+052
-
φ1000mm
1
14.60
14.60
Good condition
P141
-
57+547
-
φ1000mm
1
14.50
14.50
Good condition
P142
-
57+948
-
φ1000mm
1
17.60
17.60
Good condition
P143
-
58+790
-
φ1000mm
1
18.50
18.50
Good condition
P144
-
59+293
-
φ1500mm
1
18.70
18.70
Good condition
P145
-
59+861
-
φ1000mm
2
14.90
29.80
Good condition
P146
-
60+086
-
φ1000mm
1
14.50
14.50
Good condition
P147
-
60+377
-
φ1000mm
1
14.50
14.50
Good condition
P148
-
60+570
-
φ1000mm
1
14.90
14.90
Good condition
P149
-
60+769
-
φ1000mm
1
14.80
14.80
Good condition
P150
-
61+876
-
φ1500mm
2
13.50
27.00
Good condition
P151
-
62+254
-
φ1000mm
2
14.50
29.00
Good condition
P152
-
62+480
-
φ1000mm
2
14.80
29.60
Good condition
P153
-
62+879
-
φ750mm
1
14.70
14.70
Good condition
P154
-
63+276
-
φ1000mm
1
15.00
15.00
Good condition
P155
-
63+471
-
φ1000mm
1
14.80
14.80
Good condition
P156
-
63+735
-
φ750mm
1
14.90
14.90
Good condition
P157
-
63+976
-
φ1000mm
1
15.85
15.85
Good condition
P158
-
64+061
-
φ800mm
1
13.50
13.50
Good condition
P159
-
64+919
-
φ1000mm
1
14.80
14.80
Good condition
P160
-
65+250
-
φ1000mm
1
15.70
15.70
Good condition
P161
-
65+570
-
φ1000mm
1
19.80
19.80
Good condition
P162
-
65+830
-
φ800mm
1
14.70
14.70
Good condition
P163
-
65+946
-
φ1000mm
1
14.80
14.80
Good condition
P164
-
66+171
-
φ900mm
1
14.00
14.00
Good condition
P165
-
66+231
-
φ700mm
1
16.90
16.90
Good condition
P166
-
66+450
-
φ1000mm
1
14.70
14.70
Good condition
P167
-
66+685
-
φ1000mm
1
20.50
20.50
Good condition
P168
-
66+977
-
φ1000mm
1
14.80
14.80
Good condition
P169
-
67+277
-
φ750mm
1
14.60
14.60
Good condition
P170
-
67+456
-
φ1000mm
1
14.70
14.70
Good condition
P171
-
67+656
-
φ1000mm
1
17.00
17.00
Good condition
P172
-
67+824
-
φ800mm
1
14.70
14.70
Good condition
P173
-
68+247
-
φ700mm
1
16.00
16.00
Good condition
C2-7
(m)
C2-7
List of Pipe Culverts (8/12 )
No.
Kilopost (Km)
Dimension
nos.
Length (m)
Pipe length
Notes
Start
Center
End
φ or W x H
P174
-
68+906
-
φ1000mm
1
15.80
15.80
Good condition
P175
-
69+424
-
φ1000mm
1
15.80
15.80
Good condition
P176
-
69+643
-
φ1500mm
2
15.60
31.20
Good condition
P177
-
72+100
-
φ1100mm
3
16.80
50.40
Good condition
P178
-
72+518
-
φ1000mm
1
15.00
15.00
Good condition
P179
-
72+990
-
φ1000mm
1
14.80
14.80
Good condition
P180
-
73+255
-
φ1500mm
2
14.50
29.00
U/Stream head wall is broken
P181
-
73+381
-
φ1500mm
3
16.60
49.80
Good condition
P182
-
73+868
-
φ1000mm
1
14.70
14.70
Good condition
P183
-
74+361
-
φ1000mm
1
14.80
14.80
Good condition
P184
-
74+566
-
φ1000mm
2
14.80
29.60
Good condition
P185
-
75+687
-
φ1000mm
1
17.00
17.00
Good condition
P186
-
75+854
-
φ1000mm
1
14.80
14.80
Good condition
P187
-
76+362
-
φ1000mm
1
14.70
14.70
Good condition
P188
-
76+695
-
φ1500mm
2
18.70
37.40
Good condition
P189
-
77+294
-
φ1000mm
2
14.80
29.60
P190
-
77+504
-
1
15.90
P191
-
78+303
-
φ1500mm
2
15.50
31.00
Good condition
P192
-
78+954
-
φ1000mm
2
15.50
31.00
Good condition
P193
-
79+454
-
φ1000mm
3
14.80
44.40
Good condition
P194
-
80+317
-
φ1500mm
1
18.70
18.70
Good condition
P195
-
80+580
-
φ1500mm
1
16.70
16.70
Good condition
P196
-
80+785
-
φ1000mm
1
14.80
14.80
Good condition
P197
-
80+941
-
φ1000mm
3
20.00
60.00
Good condition
P198
-
81+597
-
φ1000mm
1
17.90
17.90
Good condition
P199
-
81+738
-
φ1000mm
1
17.80
17.80
Good condition
P200
-
81+895
-
φ1000mm
1
18.00
18.00
Good condition
P201
-
81+996
-
φ1500mm
2
17.70
35.40
Good condition
P202
-
82+276
-
φ1000mm
1
18.00
18.00
Good condition
P203
-
82+756
-
φ1000mm
1
18.80
18.80
Good condition
P204
-
83+016
-
φ1500mm
2
15.60
31.20
Good condition
P205
-
83+365
-
φ1000mm
1
14.90
14.90
Good condition
P206
-
83+624
-
φ1000mm
1
14.90
14.90
Good condition
P207
-
84+037
-
φ1500mm
2
15.50
31.00
Good condition
P208
-
84+444
-
φ1000mm
1
14.80
14.80
Silt up
P209
-
84+828
-
φ1000mm
1
14.80
14.80
Good Condition
P210
-
84+961
-
φ1500mm
2
14.80
29.60
Silt up
P211
-
85+276
-
φ1000mm
1
14.80
14.80
Silt up
P212
-
85+385
-
φ1000mm
1
14.80
14.80
Silt up
P213
-
85+539
-
φ1000mm
1
14.80
14.80
Good condition
P214
-
85+703
-
φ1000mm
1
14.80
14.80
Silt up
P215
-
85+839
-
φ1000mm
1
17.00
17.00
Silt up
P216
-
85+950
-
φ1000mm
1
15.00
15.00
Silt up
P217
-
86+125.5
-
φ1000mm
1
14.90
14.90
Silt up
P218
-
86+347
-
φ1000mm
1
14.90
14.90
Silt up
P219
-
86+767
-
φ1500mm
1
14.70
14.70
Silt up
P220
-
88+012
-
φ1000mm
1
14.70
14.70
Silt up
P221
-
89+442
-
φ1000mm
2
15.60
31.20
Good condition
P222
-
89+960
-
φ1000mm
1
14.90
14.90
Silt up
P223
-
90+329
-
φ1000mm
1
14.70
14.70
Silt up
P224
-
90+629
-
φ1000mm
3
14.80
44.40
Silt up
P225
-
91+526
-
φ1000mm
3
14.80
44.40
Silt up
P226
-
92+436
-
φ1500mm
3
14.60
43.80
D/Stream L/Side edge is damaged
P227
-
93+090
-
φ1000mm
2
14.70
29.40
Good condition
P228
-
93+621
-
φ1000mm
1
14.90
14.90
Silt up
P229
-
94+119
-
φ1000mm
2
14.80
29.60
Good condition
P230
-
94+418
-
φ1000mm
1
14.70
14.70
Good condition
P231
-
95+056
-
φ1000mm
1
14.70
14.70
Good condition
P232
-
95+536
-
φ1000mm
2
14.80
29.60
Good condition
P233
-
96+416
-
φ1000mm
2
14.90
29.80
Good condition
P234
-
98+123
-
φ1000mm
3
14.90
44.70
Good condition
P235
-
98+872
-
φ1000mm
2
14.80
29.60
Silt up
P236
-
99+710
-
φ1000mm
3
14.80
44.40
Silt up
P237
-
100+056
-
φ1000mm
1
15.50
15.50
Silt up
P238
-
100+459
-
φ1000mm
2
19.80
39.60
Silt up
P239
-
100+750
-
φ900mm
1
14.80
14.80
Silt up
P240
-
101+102
-
φ1000mm
1
23.00
23.00
Silt up
P241
-
101+329
-
φ1000mm
1
18.70
18.70
Silt up
P242
-
101+436
-
φ1000mm
1
18.90
18.90
Silt up
P243
-
101+807
-
φ1000mm
1
35.00
35.00
Silt up
P244
-
101+969
-
φ1000mm
1
22.80
22.80
Good condition
P245
-
102+272
-
φ1500mm
1
19.00
19.00
Good condition
P246
-
102+393
-
φ1000mm
1
14.80
14.80
Good condition
P247
-
102+625
-
φ1000mm
1
14.70
14.70
Silt up
P248
-
102+960
-
φ1000mm
1
14.70
14.70
U/Stream head wall is Broken
P249
-
103+333
-
φ750mm
1
22.00
22.00
Silt up
P250
-
103+363
-
φ1000mm
1
20.00
20.00
Good condition
P251
-
103+505
-
φ1000mm
1
16.00
16.00
Good condition
P252
-
103+680
-
φ750mm
1
15.00
15.00
Good condition
P253
-
103+832
-
φ1000mm
1
15.00
15.00
Good condition
P254
-
103+841
-
Choked
1
14.60
14.60
Both sides are choked
P255
-
104+280
-
φ750mm
1
12.70
12.70
Both sides are broken
P256
-
104+288
-
φ900mm
1
19.20
19.20
Both sides are broken
P257
-
104+385
-
φ1000mm
1
14.80
14.80
Good condition
P258
-
104+672
-
φ700mm
1
17.00
17.00
Good condition
P259
-
104+761
-
φ700mm
1
22.00
22.00
Good condition
P260
-
104+844
-
φ750mm
1
20.00
20.00
Good condition
1.0∼1.4x0.6m
(m)
Good condition
-
C2-8
C2-8
Chanel for Karaze, U/S 1.0x0.6m, D/S 1.4x0.6m, No head wall, wing wall, and pipe
List of Pipe Culverts (9/12 )
No.
Kilopost (Km)
Dimension
nos.
Length (m)
Pipe length
Notes
Start
Center
End
φ or W x H
P261
-
104+904
-
φ1000mm
1
29.00
29.00
Good condition
P262
-
105+072
-
φ1000mm
1
17.80
17.80
Good condition
P263
-
105+205
-
φ1500mm
3
15.00
45.00
Good condition
P264
-
105+407
-
φ1000mm
1
15.00
15.00
Good condition
P265
-
105+623
-
φ1000mm
2
18.80
37.60
Silt up
P266
-
105+855
-
φ1000mm
1
14.80
14.80
Silt up
P267
-
106+046
-
φ1000mm
1
14.80
14.80
Silt up
P268
-
106+920
-
φ1000mm
1
14.80
14.80
Silt up
P269
-
107+294
-
φ1000mm
1
16.00
16.00
Silt up
P270
-
107+407
-
Choked
1
15.00
15.00
Silt up
P271
-
107+877
-
φ1000mm
1
14.80
14.80
Silt up
P272
-
108+202
-
φ1000mm
2
16.00
32.00
Silt up
P273
-
108+761
-
φ1000mm
2
14.80
29.60
Silt up
P274
-
109+188
-
φ1000mm
1
14.80
14.80
Silt up
P275
-
109+540
-
φ1000mm
1
14.80
14.80
Silt up
P276
-
109+722
-
φ1000mm
2
15.80
31.60
Silt up
P277
-
110+350
-
φ1000mm
3
14.80
44.40
Silt up
P278
-
110+618
-
φ1000mm
1
14.90
14.90
Silt up
P279
-
110+998
-
Choked
1
15.00
15.00
Both Sides are Choked
P280
-
111+995
-
φ1000mm
3
15.00
45.00
Silt up
P281
-
112+174
-
φ1000mm
1
14.80
14.80
Silt up
P282
-
112+434
-
φ1000mm
2
14.80
29.60
Silt up
P283
-
112+721
-
φ1000mm
1
14.80
14.80
Silt up
P284
-
112+884
-
φ1000mm
3
14.90
44.70
Silt up
P285
-
113+704
-
φ1000mm
1
17.70
17.70
Silt up
P286
-
113+832
-
φ1000mm
1
16.00
16.00
Silt up
P287
-
113+980
-
φ1500mm
1
17.00
17.00
Silt up
P288
-
114+091
-
φ1000mm
1
17.00
17.00
Silt up
P289
-
114+197
-
φ1000mm
1
16.70
16.70
Silt up
C2-9
(m)
C2-9
List of Box Culverts (10/12 )
No.
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
B13
B14
B15
B16
B17
B18
B19
B20
B21
B22
B23
B24
B25
B26
B27
B28
B29
B30
B31
B32
B33
B34
B35
B36
B37
Kilopost (Km)
Dimension
Width x Height
Center
0+100
0+759
2+007
3+712
10+692
12+980
13+729
16+154
17+280
21+932
22+118
25+702
29+521
41+312
42+964
43+387
44+490
45+831
46+112
46+986
47+267
47+862
48+980
50+494
51+064
51+457
54+211
55+540
56+042
57+380
57+794
58+235
59+576
61+287
80+185
81+491
104+870
1.00x1.00m
1.00x1.00m
1.10x1.40m
1.00x1.00m
2.00x2.00m
1.00x1.10m
4.10x1.60m
4.10x2.00m
2.00x1.50m
4.20x2.50m
4.00x2.50m
Choked
3.00x1.50m
4.10x2.00m
3.90x1.00m
4.10x1.70m
4.00x1.70m
4.00x1.50m
4.00x1.50m
4.10x1.70m
4.00x1.50m
4.10x1.50m
4.10x1.50m
4.10x1.50m
4.10x1.50m
4.00x1.50m
3.00x2.50m
2.00x2.50m
2.00x2.50m
3.20x2.50m
2.00x2.50m
3.00x2.50m
4.00x1.50m
4.20x1.70m
3.90x4.00m
4.00x2.00m
2.00x2.60m
nos.
Length (m)
Box length
(m)
1
1
2
1
1
1
3
2
1
2
1
1
1
2
1
2
1
1
1
1
1
1
1
2
1
1
1
1
1
2
1
1
1
3
1
1
3
14.00
13.50
13.50
17.60
21.00
23.10
14.20
20.30
14.30
18.20
18.20
11.50
12.70
14.00
16.50
14.90
18.00
14.00
15.90
14.00
14.00
13.90
14.00
14.00
13.90
14.20
16.10
14.10
18.10
32.20
16.10
16.50
14.80
16.00
18.50
20.00
30.40
14.00
13.50
27.00
17.60
21.00
23.10
42.60
40.60
14.30
36.40
18.20
11.50
12.70
28.00
16.50
29.80
18.00
14.00
15.90
14.00
14.00
13.90
14.00
28.00
13.90
14.20
16.10
14.10
18.10
64.40
16.10
16.50
14.80
48.00
18.50
20.00
91.20
Notes
Good condition
U/Stream head wall dameged
Good condition
Siphon type, D/Stream is silted
Good condition
D/Stream is chowked , U/Stream syphon type culvert
U/Stream head wall is broken
Good condition
D/Stream R/Side wing wall is broken
U/Stream L/Side box is damaged (1.6x4.5m) & wing wall & head wall are damaged
Good condition
Both sides are choked
Good condition
U/Stream head wall is damaged (2.0m), D/Stream good condition
Good condition
Good condition
D/Stream 3rd slabe is damaged (4.0x2.3m), U/Stream good condition
D/Stream 2nd slabe is damaged (4.0x2.3m), U/Stream condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
U/Stream 1st box L/S wall is damaged, from D/S 11th precast top slab is damaged (1x1m)
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
Good condition
C2 - 10
C2-10
List of Bridges (11/12 )
No.
Kilopost (Km)
Length (m)
Dimension φ
or W x H
Width (m)
Start
End
Br1
11+215.4
11+371.4
156.0
[email protected]
156.0
Br2
63+990.7
64+004.8
14.1
[email protected]
14.1
Br3
64+268.0
64+338.3
70.3
[email protected]
70.3
Br4
75+280.9
75+322.9
42.0
[email protected]
42.0
Br5
97+461.0
97+503.0
42.0
[email protected]
42.0
Br6
115+028.0
115+366.0
338.0
[email protected]
338.0
C2 - 11
C2-11
Notes
List of Causeway (12/12 )
No.
CW1
Kilopost (Km)
Start
End
5+073.0
5+189.0
Length (m)
Notes
116.0
Good condition
CW2
6+522.0
6+613.0
91.0
Good condition
CW3
18+508.5
18+711.5
203.0
Good condition
CW4
18+998.3
19+158.5
160.2
Good condition
CW5
20+575.7
20+700.0
124.3
Good condition
CW6
22+995.0
23+109.8
114.8
D/Stream is dameaged by erosion
CW7
23+794.0
23+926.3
132.3
Good condition
CW8
24+542.5
24+670.6
128.1
Good condition
CW9
25+990.0
26+146.0
156.0
Both sides are dameaged by erosion
CW10
26+973.3
27+073.8
100.5
Good condition
CW11
28+980.0
29+154.0
174.0
Both sides are dameaged by erosion
CW12
30+450.0
30+582.0
132.0
Good condition
CW13
31+759.3
31+968.8
209.5
Good condition
CW14
32+452.3
32+564.0
111.7
Good condition
CW15
33+528.0
33+688.0
160.0
D/Stream is dameaged by erosion
CW16
33+956.5
34+104.3
147.8
D/Stream is dameaged by erosion
CW17
35+025.5
35+186.5
161.0
D/Stream is dameaged by erosion
CW18
35+621.0
35+864.0
243.0
Good condition
CW19
36+809.0
36+940.6
131.6
D/Stream is dameaged by erosion
CW20
70+138.8
70+384.5
245.7
Good condition
CW21
70+648.0
70+848.0
200.0
D/Stream is dameaged by erosion
CW22
75+876.0
76+108.0
232.0
Good condition
CW23
87+534.0
87+737.0
203.0
Good condition
CW24
88+659.0
88+863.0
204.0
Good condition
Total
3,881.5
C2 - 12
C2-12
付属資料　D（第3章） 交通量調査結果
D1
Traffic　Count　Survey
D2
Axle　Load　Survey
D1 Traffic Count Survey
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
42
14
0
0
11
12
5
4
2
90
7-8
48
34
3
0
27
15
3
3
9
142
8-9
50
45
1
0
24
18
2
3
25
168
9-10
54
28
0
0
22
17
17
4
15
157
10-11
74
34
0
0
33
20
2
3
16
182
11-12
76
53
1
2
37
22
4
0
21
216
12-13
67
57
1
0
35
20
10
12
2
204
13-14
80
41
0
0
24
21
17
8
14
205
14-15
91
49
1
0
42
25
3
4
18
233
15-16
75
63
1
1
30
19
21
6
4
220
16-17
92
62
4
0
32
24
12
3
25
254
17-18
78
44
0
0
12
28
2
8
15
187
827
524
12
3
329
241
98
58
166
2258
18-19
19-20
Total
D1-1
D1-1
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
11
13
0
1
5
6
2
2
5
45
7-8
64
54
0
0
32
19
5
10
10
194
8-9
140
138
5
1
60
25
2
7
23
401
9-10
114
71
0
0
35
11
11
7
25
274
10-11
74
60
0
4
27
31
8
12
29
245
11-12
72
37
2
3
18
32
0
2
15
181
12-13
64
33
2
0
23
19
10
9
20
180
13-14
63
41
1
0
29
14
9
8
13
178
14-15
70
45
2
1
24
12
4
4
24
186
15-16
60
41
2
1
21
14
4
7
18
168
16-17
82
40
0
1
16
29
13
10
23
214
17-18
87
50
0
1
23
3
11
7
17
199
901
623
14
13
313
215
79
85
222
2465
18-19
19-20
5-6
D1-2
D1-2
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
53
27
0
1
16
18
7
6
7
135
7-8
112
88
3
0
59
34
8
13
19
336
8-9
190
183
6
1
84
43
4
10
48
569
9-10
168
99
0
0
57
28
28
11
40
431
10-11
148
94
0
4
60
51
10
15
45
427
11-12
148
90
3
5
55
54
4
2
36
397
12-13
131
90
3
0
58
39
20
21
22
384
13-14
143
82
1
0
53
35
26
16
27
383
14-15
161
94
3
1
66
37
7
8
42
419
15-16
135
104
3
2
51
33
25
13
22
388
16-17
174
102
4
1
48
53
25
13
48
468
17-18
165
94
0
1
35
31
13
15
32
386
1728
1147
26
16
642
456
177
143
388
4723
12 hours Heavy Trucks (=4+6+7+8) :
792
18-19
19-20
5-6
D1-3
D1-3
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Fine
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
35
18
0
1
18
13
5
2
0
92
7-8
50
20
6
0
21
11
9
8
7
132
8-9
57
34
2
0
4
18
21
6
16
158
9-10
91
33
0
2
27
27
5
3
23
211
10-11
73
30
1
0
19
18
2
5
17
165
11-12
83
43
0
0
31
15
21
6
11
210
12-13
91
53
1
0
54
31
12
7
30
279
13-14
92
4
1
2
42
13
6
6
13
179
14-15
60
92
1
3
27
35
15
10
18
261
15-16
68
37
3
8
28
25
13
1
23
206
16-17
68
52
2
0
40
12
3
2
13
192
17-18
92
44
0
0
24
20
9
5
26
220
18-19
65
32
0
0
14
15
7
7
22
162
1919.3
13
8
0
0
7
6
6
3
7
50
Total
938
500
17
16
356
259
134
71
226
2517
D1-4
D1-4
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Fine
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
18
12
0
0
17
37
4
7
0
95
7-8
49
41
0
1
30
21
3
5
8
158
8-9
131
136
1
0
59
13
13
7
19
379
9-10
105
56
2
1
32
15
17
3
24
255
10-11
82
23
0
0
38
32
11
1
14
201
11-12
101
36
0
1
17
37
16
5
19
232
12-13
57
26
0
1
22
11
10
3
10
140
13-14
50
27
5
2
16
26
4
0
13
143
14-15
59
30
2
3
24
17
20
5
13
173
15-16
107
60
0
37
17
12
8
5
28
274
16-17
63
36
2
2
24
32
6
6
25
196
17-18
61
25
0
0
20
24
7
3
27
167
18-19
60
13
1
4
11
24
4
8
14
139
1919.3
11
7
0
0
8
9
2
11
4
52
Total
954
528
13
52
335
310
125
69
218
2604
D1-5
D1-5
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Fine
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
53
30
0
1
35
50
9
9
0
187
7-8
99
61
6
1
51
32
12
13
15
290
8-9
188
170
3
0
63
31
34
13
35
537
9-10
196
89
2
3
59
42
22
6
47
466
10-11
155
53
1
0
57
50
13
6
31
366
11-12
184
79
0
1
48
52
37
11
30
442
12-13
148
79
1
1
76
42
22
10
40
419
13-14
142
31
6
4
58
39
10
6
26
322
14-15
119
122
3
6
51
52
35
15
31
434
15-16
175
97
3
45
45
37
21
6
51
480
16-17
131
88
4
2
64
44
9
8
38
388
17-18
153
69
0
0
44
44
16
8
53
387
18-19
125
45
1
4
25
39
11
15
36
301
1919.3
24
15
0
0
15
15
8
14
11
102
Total
1892
1028
30
68
691
569
259
140
444
5121
12 hours Heavy Trucks (=4+6+7+8) :
930
D1-6
D1-6
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
23
14
0
6
14
10
5
4
2
78
7-8
39
21
2
1
31
19
12
5
11
141
8-9
57
28
0
3
22
20
22
2
13
167
9-10
73
35
4
1
16
17
4
10
21
181
10-11
71
31
4
6
20
16
2
7
29
186
11-12
83
37
5
4
26
17
10
8
31
221
12-13
90
48
6
14
37
20
15
12
25
267
13-14
78
42
3
4
43
16
6
10
16
218
14-15
81
48
1
0
23
19
7
11
23
213
15-16
79
44
2
5
37
19
14
12
35
247
16-17
85
40
3
1
42
12
16
11
20
230
17-18
94
41
1
0
32
17
8
7
30
230
853
429
31
45
343
202
121
99
256
2379
18-19
1919.3
Total
D1-7
D1-7
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
14
11
0
3
5
19
11
16
1
80
7-8
62
41
0
3
28
7
8
11
10
170
8-9
136
130
2
4
66
20
30
9
25
422
9-10
103
51
0
2
32
17
14
10
19
248
10-11
76
36
4
0
26
21
13
8
25
209
11-12
85
37
6
1
17
22
8
10
30
216
12-13
61
38
4
4
34
17
27
11
22
218
13-14
51
26
0
3
21
22
7
5
32
167
14-15
74
22
3
2
24
18
5
2
22
172
15-16
68
25
1
2
25
20
17
4
32
194
16-17
83
29
2
3
25
36
20
6
30
234
17-18
73
26
1
0
28
16
8
6
27
185
886
472
23
27
331
235
168
98
275
2515
18-19
1919.3
Total
D1-8
D1-8
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
Survey Point : 10km+900
19 February
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
37
25
0
9
19
29
16
20
3
158
7-8
101
62
2
4
59
26
20
16
21
311
8-9
193
158
2
7
88
40
52
11
38
589
9-10
176
86
4
3
48
34
18
20
40
429
10-11
147
67
8
6
46
37
15
15
54
395
11-12
168
74
11
5
43
39
18
18
61
437
12-13
151
86
10
18
71
37
42
23
47
485
13-14
129
68
3
7
64
38
13
15
48
385
14-15
155
70
4
2
47
37
12
13
45
385
15-16
147
69
3
7
62
39
31
16
67
441
16-17
168
69
5
4
67
48
36
17
50
464
17-18
167
67
2
0
60
33
16
13
57
415
1739
901
54
72
674
437
289
197
531
4894
12 hours Heavy Trucks (=4+6+7+8) :
995
18-19
19-20
Total
D1-9
D1-9
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
19 February
Survey Point : 10km+900
3 Days Average
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
Total
4+axle Truck
Others
6-7
33
15
0
2
14
12
5
3
1
87
7-8
46
25
4
0
26
15
8
5
9
138
8-9
55
36
1
1
17
19
15
4
18
164
9-10
73
32
1
1
22
20
9
6
20
183
10-11
73
32
2
2
24
18
2
5
21
178
11-12
81
44
2
2
31
18
12
5
21
216
12-13
83
53
3
5
42
24
12
10
19
250
13-14
83
29
1
2
36
17
10
8
14
201
14-15
77
63
1
1
31
26
8
8
20
236
15-16
74
48
2
5
32
21
16
6
21
224
16-17
82
51
3
0
38
16
10
5
19
225
17-18
88
43
0
0
23
22
6
7
24
212
847
471
20
21
336
227
113
73
206
2314
18-19
1919.3
Total
D1-10
D1-10
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
19 February
Survey Point : 10km+900
3 Days Average
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
Total
4+axle Truck
Others
6-7
14
12
0
1
9
21
6
8
2
73
7-8
58
45
0
1
30
16
5
9
9
174
8-9
136
135
3
2
62
19
15
8
22
401
9-10
107
59
1
1
33
14
14
7
23
259
10-11
77
40
1
1
30
28
11
7
23
218
11-12
86
37
3
2
17
30
8
6
21
210
12-13
61
32
2
2
26
16
16
8
17
179
13-14
55
31
2
2
22
21
7
4
19
163
14-15
68
32
2
2
24
16
10
4
20
177
15-16
78
42
1
13
21
15
10
5
26
212
16-17
76
35
1
2
22
32
13
7
26
215
17-18
74
34
0
0
24
14
9
5
24
184
890
534
16
29
320
242
122
78
232
2464
18-19
1919.3
Total
D1-11
D1-11
Traffic Count Survey
Direction :
Date :
Kandahar
17 February
Herat
18 February
Herat
Kandahar
19 February
Survey Point : 10km+900
3 Days Average
Weather :
Cloudy
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
Total
4+axle Truck
Others
6-7
48
27
0
4
23
32
11
12
3
160
7-8
104
70
4
2
56
31
13
14
18
312
8-9
190
170
4
3
78
38
30
11
40
565
9-10
180
91
2
2
55
35
23
12
42
442
10-11
150
71
3
3
54
46
13
12
43
396
11-12
167
81
5
4
49
48
20
10
42
425
12-13
143
85
5
6
68
39
28
18
36
429
13-14
138
60
3
4
58
37
16
12
34
363
14-15
145
95
3
3
55
42
18
12
39
413
15-16
152
90
3
18
53
36
26
12
47
436
16-17
158
86
4
2
60
48
23
13
45
440
17-18
162
77
1
0
46
36
15
12
47
396
1737
1005
36
51
656
469
235
150
439
4778
12 hours Heavy Trucks (=4+6+7+8) :
906
18-19
19-20
Total
D1-12
D1-12
Traffic Count Survey
Direction :
Kandahar
Herat
Herat
Kandahar
Survey Point : 4km+500
Date : 21 April, 2004
Weather :
Cloud
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
83
45
5
3
18
11
17
5
35
222
7-8
171
91
14
0
41
18
15
6
41
397
8-9
137
52
13
0
25
27
10
1
53
318
9-10
140
75
5
1
45
22
10
6
48
352
10-11
120
55
6
0
43
20
20
6
47
317
11-12
162
46
4
0
53
23
8
4
55
355
12-13
130
43
8
1
57
20
6
10
34
309
13-14
115
35
7
0
50
18
8
5
30
268
14-15
110
30
8
0
45
19
10
2
30
254
15-16
89
19
6
3
16
17
2
4
22
178
16-17
110
23
4
1
38
10
10
7
39
242
17-18
132
22
1
1
30
19
12
6
39
262
Total
1499
536
81
10
461
224
128
62
473
3474
D1-13
D1-13
Traffic Count Survey
Direction :
Kandahar
Herat
Herat
Kandahar
Survey Point : 4km+500
Date : 21 April, 2004
Weather :
Cloud
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
85
35
11
0
33
15
5
3
34
221
7-8
147
105
4
0
71
37
4
1
33
402
8-9
146
61
7
4
41
40
34
10
39
382
9-10
123
55
5
3
34
51
27
8
30
336
10-11
112
45
7
1
47
48
15
12
39
326
11-12
115
55
6
2
38
30
19
7
33
305
12-13
105
44
12
0
32
35
13
4
26
271
13-14
95
40
9
0
28
30
10
3
20
235
14-15
96
41
4
1
31
17
8
11
22
231
15-16
100
38
6
0
25
27
17
3
10
226
16-17
106
41
6
1
23
12
13
4
23
229
17-18
106
49
9
1
36
22
8
1
25
257
Total
1336
609
86
13
439
364
173
67
334
3421
D1-14
D1-14
Traffic Count Survey
Direction :
Date :
Kandahar
7 April
Herat
Herat
Kandahar
Survey Point : 4km+500
8 April
Weather :
Cloud
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
168
80
16
3
51
26
22
8
69
443
7-8
318
196
18
0
112
55
19
7
74
799
8-9
283
113
20
4
66
67
44
11
92
700
9-10
263
130
10
4
79
73
37
14
78
688
10-11
232
100
13
1
90
68
35
18
86
643
11-12
277
101
10
2
91
53
27
11
88
660
12-13
235
87
20
1
89
55
19
14
60
580
13-14
210
75
16
0
78
48
18
8
50
503
14-15
206
71
12
1
76
36
18
13
52
485
15-16
189
57
12
3
41
44
19
7
32
404
16-17
216
64
10
2
61
22
23
11
62
471
17-18
238
71
10
2
66
41
20
7
64
519
Total
2835
1145
167
23
900
588
301
129
807
6895
12 hours Heavy Trucks (=4+6+7+8) :
1041
D1-15
D1-15
Traffic Count Survey
Direction :
Kandahar
Herat
Herat
Kandahar
Survey Point : 1km+500
Date : 21 April, 2004
Weather :
Cloud
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
90
50
7
4
22
18
20
8
45
264
7-8
160
80
15
0
50
22
13
7
50
397
8-9
150
70
20
0
40
31
6
1
69
387
9-10
155
70
4
1
50
28
13
4
58
383
10-11
130
60
9
0
59
18
19
3
70
368
11-12
170
56
3
0
46
10
4
5
40
334
12-13
140
49
4
0
51
18
5
3
49
319
13-14
126
40
6
0
41
13
4
3
30
263
14-15
100
25
3
0
30
8
7
2
28
203
15-16
118
16
5
2
12
13
1
1
20
188
16-17
80
20
2
0
25
11
1
7
36
182
17-18
113
30
3
1
35
16
1
0
43
242
Total
1532
566
81
8
461
206
94
44
538
3530
D1-16
D1-16
Traffic Count Survey
Direction :
Kandahar
Herat
Herat
Kandahar
Survey Point : 1km+500
Date : 21 April, 2004
Weather :
Cloud
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
4+axle Truck
Others
Total
6-7
95
39
13
0
40
14
4
3
45
253
7-8
155
118
6
0
80
43
7
0
50
459
8-9
160
90
8
3
55
45
39
5
45
450
9-10
135
70
4
2
49
69
21
2
66
418
10-11
130
60
5
1
55
40
10
6
45
352
11-12
112
40
7
0
45
30
14
9
38
295
12-13
119
43
5
0
37
39
13
1
30
287
13-14
103
30
2
1
25
30
10
7
41
249
14-15
98
25
4
0
39
20
6
4
49
245
15-16
80
29
6
0
40
31
12
0
55
253
16-17
88
37
10
1
43
22
8
0
49
258
17-18
110
44
7
0
37
35
11
3
39
286
Total
1385
625
77
8
545
418
155
40
552
3805
D1-17
D1-17
Traffic Count Survey
Direction :
Date :
Kandahar
7 April
Herat
Herat
Kandahar
Survey Point : 1km+500
8 April
Weather :
Cloud
Table:
Passenger Cars
Bus
1
2
3
4
Car/ Jeep/
Medium bus/
Minibus/ Van
Cargo Bus
Taxi
Large bus
5
Pickup/
Small Truck
Trucks
6
7
2-axle Truck
3-axle Truck
(6 Tires)
8
9
Total
4+axle Truck
Others
6-7
185
89
20
4
62
32
24
11
90
517
7-8
315
198
21
0
130
65
20
7
100
856
8-9
310
160
28
3
95
76
45
6
114
837
9-10
290
140
8
3
99
97
34
6
124
801
10-11
260
120
14
1
114
58
29
9
115
720
11-12
282
96
10
0
91
40
18
14
78
629
12-13
259
92
9
0
88
57
18
4
79
606
13-14
229
70
8
1
66
43
14
10
71
512
14-15
198
50
7
0
69
28
13
6
77
448
15-16
198
45
11
2
52
44
13
1
75
441
16-17
168
57
12
1
68
33
9
7
85
440
17-18
223
74
10
1
72
51
12
3
82
528
Total
2917
1191
158
16
1006
624
249
84
1090
7335
12 hours Heavy Trucks (=4+6+7+8) :
973
D1-18
D1-18
D2 Axle Load Survey
D1 Traffic Survey
Axle Load Survey
Direction :
Date :
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
Kandahar
17 February
No. of Total Weight
Axle
(ton)
4
48.4
4
52.4
5
56.1
3
33.8
2
21.8
2
14.9
4
54.1
4
52.8
4
55.3
2
18.3
2
19.5
2
22.5
3
26.5
4
22.0
2
16.3
2
14.7
2
17.2
2
14.2
4
48.7
2
14.6
2
18.8
2
14.5
2
13.7
2
19.0
2
22.3
5
53.1
2
22.2
2
20.6
2
19.8
4
45.8
2
15.6
3
33.2
Herat
Herat
18 February
Commodity
Petrol
Petrol
Cloth
Cloth
Petrol
Petrol
Petrol
Cloth
Cloth
Cloth
Petrol
Carpet
Tire
Tire
Tire
Cloth
Iron Scrap
Tire
Cloth
Cloth
Cloth
Carpet
Cloth
Iron Scrap
Tire
Cloth
Cloth
Cloth
Cloth
Petrol
Kandahar
Weather :
19 February
OD
Iran - Jalalabad
Herat - Spinboldak
Herat - Spinboldak
Iran - Gazni
Survey Point :Check Point (10km+200)
Heaviest
Axle Load
16.2
17.8
12.0
12.9
13.8
6.9
18.4
17.9
18.9
10.3
11.5
14.5
9.3
5.6
8.3
6.7
9.2
6.2
16.3
6.6
10.8
6.5
5.7
11.0
14.3
11.3
14.2
12.6
11.8
15.1
7.6
12.6
Fine
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
D2-1
D2-1
No. of Total Weight
Axle
(ton)
2
22.7
2
13.6
3
34.6
2
21.3
2
19.1
2
20.0
2
14.9
3
35.9
2
21.3
4
48.5
2
15.2
2
15.5
2
15.6
3
33.4
2
14.9
2
24.0
2
14.0
4
45.3
2
13.2
2
13.9
3
40.7
4
39.1
2
13.4
2
18.8
2
14.7
2
22.4
2
12.6
2
25.6
2
21.3
2
12.9
2
19.9
Commodity
Cloth
Cloth
Petrol
Cloth
Cloth
Cloth
Cloth
Spare Parts
Cloth
Tea
Tire
Tire
Cloth
Soap
Tire
Tea
Tire
Spare Parts
Tire
Cloth
Spare Parts
Spare Parts
Cloth
Cloth
Cloth
Cloth
Cloth
Cloth
Cloth
Cloth
Cloth
OD
Herat - Kabul
Herat - Spinboldak
Herat - Spinboldak
Herat - Spinboldak
Herat - Spinboldak
Herat - Spinboldak
Herat - Kabul
Herat - Spinboldak
Heaviest
Axle Load
14.7
5.6
13.3
13.3
11.1
12.0
6.9
14.0
13.3
16.2
7.2
7.5
7.6
12.7
6.9
16.0
6.0
14.9
5.2
5.9
16.4
12.4
5.4
10.8
6.7
14.4
4.6
17.6
13.3
4.9
11.9
付属資料　E（第2章） ４車線化にかかる環境
社会配慮の資料
E 1 障害物位置図
E 2 Social Impact Assessment
E 3 Agreement
E2
Social Impact Assessment
Social Impact Assessment
for
Widening of the Trunk Road from Kandahar to Herat
(Km 0+000 – Km 10+100)
(With Reference to JICA Guidelines for Environmental and Social Considerations)
1.
Policy
(1) Japan’s Official Development Assistance (ODA) Charter states that great attention will be
paid with respect of factors such as environmental and social impact on developing countries
of the implementation of ODA.
(2) JICA in charge of technical cooperation in ODA, plays a very important role to contribute to
sustainable development in developing countries.
(3) With respect for human rights and democratic governance system, JICA secures a wide range
of stakeholder meaningful participation and transparency of decision-making, works for
information disclosure and keeps efficiency for undertaking environmental and social
considerations. The government is requested accountability and at the same time
stakeholders are also required to speak with responsibility.
(4) Under this background, JICA considers impacts on the environment and society when
implementing cooperation projects.
2.
Requirements that the Recipient Government Fulfills
(1) Environmental impact that may be caused by a project must be assessed and examined from
the earliest possible planning stage. Alternatives or mitigation measures to avoid or
minimize adverse impact must be examined and incorporated into the project plan.
(2) Multiple alternatives must be examined to avoid or minimize adverse impact and to choose a
better project option in terms of environmental and social considerations. In examination of
measures, priority is to be given to the avoidance of environmental impact, and when this is
not possible, minimization and reduction of impact must be considered next. Compensation
measures must be examined only when impact cannot be avoided by any of the
aforementioned measures.
(3) Appropriate follow-up plans and systems, such as monitoring plans and environmental
management plans, must be prepared; and costs of implementing such plans and systems,
and financial methods to fund such costs, must be determined. Plans for projects with
particularly large potential adverse impact must be accompanied by detailed environmental
management plans.
(4) Involuntary Resettlement
1) Involuntary resettlement and loss of means of livelihood are to be avoided where
feasible, exploring all viable alternatives. When, after such examination, it is proved
unfeasible, effective measures to minimize impact and to compensate for losses must
be agreed upon with the people who will be affected.
2) People to be resettled involuntarily and people whose means of livelihood will be
E2-1
hindered or lost must be sufficiently compensated and supported by the project
proponent, etc. in a timely manner. The project proponent must make efforts to enable
the people affected by the project, to improve their standard of living, income
opportunities and production levels, or at least to restore them to pre-project levels.
Measures to achieve this may include: providing land and monetary compensation for
losses (to cover land and property losses), supporting the means for an alternative
sustainable livelihood, and providing the expenses necessary for relocation and the
re-establishment of a community at resettlement sites.
3) Appropriate participation by the people affected and their communities must be
promoted in the planning, implementation and monitoring of involuntary
resettlement plans and measures against the loss of their means of livelihood.
3.
Process of the Social Impact Assessment
(1) Establishment of the Inter-ministerial Resettlement Committee
The Government of Afghanistan shall establish the Inter-ministerial Resettlement
Committee which is responsible for the set-back or move of the structures affected by the
widening of the road.
(2) Preparation of the inventory of affected structures and Project Affected People (PAP).
(3) Implementation of Interview Survey
The Inter-ministerial Resettlement Committee shall implement the interview survey to PAP
to know their opinion about the project including the widening of the road.
(4) Estimation of compensation and negotiation with PAP
The Inter-ministerial Resettlement Committee shall estimate the compensation for the
set-buck or move of affected structures and negotiate with PAP about it. The compensation
budget shall be arranged by the Government of Afghanistan.
(5) Monitoring of the procedure.
The Inter-ministerial Resettlement Committee shall monitor the procedure of negotiation
with PAP and set-buck or move of structures then report it to Japanese Ministry of Foreign
Affairs and Embassy of Japan.
4.
Principle for the widening of the road
• In case there are inhabitants disagreed with the set-buck or move, the widening of the road
shall be canceled at that section.
E2-2
E2-3
2004
Booklet
for
Project Implementation Plan
(Kandahar – Grishk Section)
from Kandahar to Herat
The Improvement of Trunk Road
Inter-ministerial Resettlement Committee
The Transitional Administration of
Afghanistan
Image – 2 lane section
The Project for the Improvement of Trunk
Road from Kandahar to Herat (Kandahar –
Grishk Section) is funded by the Government
of Japan. This project will contribute to the
development of regional transportation.
The transportation is the mean to support
the development. If there is no road
infrastructure, the whole country will be cut
from areas to areas. This infrastructure can
lead to the people’s better living and the
development of the country.
Image – 4 lane section
* The Government of Japan would like to
have the participation from Kandahar
people in term of making comments and
expressing their desires for the project.
・ From Km0+200 to the New Roundabout
(Km1+500), widening the road width to
22.0m with 4 lane carriageway, drainage
and footpath.
・ From the New Roundabout (Km1+500) to
the Mervoice Meana Police Gete
(Km10+100), widening the road width to
17.0m with 4 lane carriageway and
drainage.
・ From the Mervoice Meana Police Gete
(Km10+100) to the west end of Hilmand
River Bridge (Km114+000), road width is
as the same with existing condition
(12.0m with 2 lane carriageway and
shoulder).
・ From in front of Governor’s office
(Km0+000) to Km0+200, the road width
is as the same with existing condition
(22.0m with 4 lane carriageway, drainage
and footpath).
The design drawn by the study team is as
follows:
What is the road width for the Project for the
Improvement of Trunk Road from Kandahar
to Herat (Kandahar – Grishk Section)?
E2-4
The Transitional Administration of Afghanistan
Inter-Ministerial Resettlement Committee
For the Improvement of Trunk Road from Kandahar to Herat
(Kandahar +0km to +114km)
Answer
Question
(A) Interview Number:
1) Date of Interview
(A-1)
2) Name of Interviewer
(A-2)
(B) Location of the Construction
1) Kilometer No.
(B-1)
2) Village
(B-2)
3) House No.
(B-3)
4) Left or Right (headed from Kandahar side)
(B-4)
5) What kind of the structure is it?
(B-5)
Wall
6) How much areas will be affected by the project?
(B-6)
Width=
Left
Right
Eaves
m,
Main House
Depth=
m
(C) Question for the Head of the Family (in case of family’s head absence, interview needs to conduct
with the family member who has the right to answer for the head of the family)
1) Name and living condition of the house owner
a)
Name of Interviewee
(C-1-a)
b)
Age
(C-1-b)
c)
Sex
(C-1-c)
d) Occupation
Male
Female
(C-1-d)
(C-1-e)
e)
Is the interviewee the head of family?
f)
What relation are you with the family?
(C-1-f)
g)
Name of the head of family
(C-1-g)
h) Age of the head of family
(C-1-h)
i)
Sex of the head of family
(C-1-i)
j)
Occupation of the head of family
(C-1-j)
k) Is the head of family Invalid or Widow?
E2-5
Yes
No
If “Yes”, skip to (C-1-k)
(C-1-k) Yes ( Invalid,
Widow),
No
2) The right of way using (30 meters form the road edge)
a)
The land on witch you have built the
construction, is it Your Personal or Governmental
property?
(C-2-a)
b)
If this is your own property, do you have any legal
document?
Yes
c)
If there is any improvement of the Trunk Road
from Kandahar to Herat, will you be pleased?
(C-2-c)
d) Will you agree to remove some part or fully
removal (of the wall, eaves, house and other
structures), if there is any resettlement policy
from
the
government
concerning
the
improvement of the Trunk Road from Kandahar
to Herat?
(C-2-d)
e)
Personal
Governmental
If “Governmental”, skip to(C-2-b)
No
Pleased,
Not Pleased
No Comments
Agree,
Not Agree
No Answer
Do you have any request relating to the project?
(C-2-e)
Name and Signature of Interviewer
Thumb Print and Name of Interviewee
Name:
Seen and certify that
Name:
is truly the person living in this village
Chief of Committee
Names and Signatures of Provincial Sub-Committee Officers
1.
2.
3.
E2-6
E3
Q-No.
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
Agreement
A-1
Q-Day
A-2
Name and father name
15/05/'04
Faiz M. S/o Abdullah
15/05/'04
Abdul Haq S/o Baz Mohammad
15/05/'04
Gul Sardar S/o Haji Abdullah
15/05/'04
Khaliq Dad S/o Allah Dad
15/05/'04
15/05/'04
Abidullah S/o M. Ibrhim
15/05/'04
Mohammad Dawood S/o Abdul Zahir
15/05/'04
Dawood Sha S/o Muladad
15/05/'04
Khaliq Dad S/o Allah Dad
15/05/'04
Khaliq Dad S/o Allah Dad
15/05/'04
Nalgis D/o of Murad Khan
15/05/'04
Abdul Hakim S/o Nazar M.
15/05/'04
Basir Ahmad S/o Haji M.
15/05/'04
Haji Abdul Majed S/o Bashir Ahmad
15/05/'04
Mohammad Omer S/o Ghusdin
15/05/'04
M.Ibrahim S/o M. Rasol
15/05/'04
Haji Musa S/o Taj Mohammad
15/05/'04
Agha Lala S/o Gholam Hider
15/05/'04
M. Qasam Agha S/o Khaliq Dad
15/05/'04
Haji Jalal Shah S/o Lal M. Agha
15/05/'04
Haji Jalal Shah S/o Lal M. Agha
15/05/'04
M. Qasam S/o Abdul Zahir
15/05/'04
Mula Abdul Alim S/o Mula Khodie Rahim
15/05/'04
Abdul Hahkim S/o Mula khodie Rahim
15/05/'04 Gul Mohammad Agha S/o Shamsudin Agha
15/05/'04
Bibi Sahra D/o Mula Khodie Rahim
15/05/'04
Mohammad Gul S/o Karim
15/05/'04
Jan Agha S/o
15/05/'04
Mohammad Karim S/o Qari Sahib
15/05/'04
Noor Agha S/o M. Rasool Agha
15/05/'04
Noor Agha S/o M. Rasool Agha
15/05/'04
Noor Agha S/o M. Rasool Agha
15/05/'04
Abidullah S/o Joma Khan
15/05/'04
Mohammad Wali S/o Joma Khan
15/05/'04
Bhawadin S/o
15/05/'04
Mula Nasradin S/o
15/05/'04
Khodie Nazar S/o Ghulam Hidar
15/05/'04
Khodie Nazar S/o Ghulam Hidar
15/05/'04
Mula Abdul Rashed S/o
15/05/'04
Bore Mohammad S/o Mohammad Ali
15/05/'04
Abdul Bari S/o Fazal Bari
15/05/'04
Lal Mohammad S/o Gul Mohammad
15/05/'04
Lal Mohammad S/o Gul Mohammad
15/05/'04
Mohammad Rasool S/o
15/05/'04
Aman S/o Tor Jan
15/05/'04
Samiullah S/o Naimatullah
15/05/'04
Samiullah S/o Naimatullah
15/05/'04
Abdul Fatah S/o Abdul Qadir
15/05/'04
Adam Jan S/o Wali Jan
15/05/'04
Aminullah S/o Mohammad Yousaf
15/05/'04
Aminullah S/o Mohammad Yousaf
29/05/'04
Salih Jan S/o Khaws Faqeer
15/05/'04
M.Qasam S/o Abdul Zahir
15/05/'04
M.Qasam S/o Abdul Zahir
15/05/'04
Fazal Mohammad S/o Salih Mohammad
15/05/'04
Abdul Rahman S/o Haji Allah Nazar
15/05/'04
Mula Abdullah S/o Haji Amnullah
15/05/'04
Abdul Rahman S/o Allah Nazar
15/05/'04
Noorullah S/o Haji Khwaja M.
15/05/'04
Noorullah S/o Haji Khwaja M.
15/05/'04
Noorullah S/o Haji Khwaja M.
15/05/'04
Dawood Sha S/o Muladad
15/05/'04
Dawood Sha S/o Muladad
15/05/'04
M.Qasam S/o Abdul Zahir
15/05/'04
Abdul Ahad S/o Haji Abdul Rahman
15/05/'04
M.Qasam S/o Abdul Zahir
15/05/'04
Hazrat Shah S/o
15/05/'04
Khan Mohammad S/o Abdul Qadir
15/05/'04
Haji Abdul Wali S/o Mohammad Nasir
15/05/'04
Fazli Ahmad S/o Fazal Mohammad
16/05/'04
Haji Abdul Wali S/o Mohammad Nasir
16/05/'04
M.Qasam S/o M. Rahim
16/05/'04
M.Qasam S/o M. Rahim
16/05/'04
Khodie Dad S/o Abdul Qadir
16/05/'04
Khodie Dad S/o Abdul Qadir
16/05/'04
Abdul Wali S/o Nasrullah
16/05/'04
M.Dawood S/o Agha Mohammad
16/05/'04
Easa Mohammad S/o Sardar Mohammad
16/05/'04
Easa Mohammad S/o Sardar Mohammad
16/05/'04
Sharafadin S/o Din Mohammad
16/05/'04
Mohammad Omer S/o Gholam Hider
16/05/'04
Yar Mohammad S/o M. Ismail
16/05/'04
Mira Jan S/o Mohammad Ismail
16/05/'04
Mula Abdul Qadir S/o Haji M. Afzal
16/05/'04
Haji M. Gul S/o Haji M. Yuosaf
16/05/'04
Haji M. Gul S/o Haji M. Yuosaf
16/05/'04
Haji M. Gul S/o Haji M. Yuosaf
16/05/'04
Wali Jan S/o Abdul Qadir
16/05/'04
Akhter M. S/o Baz Mohammad
16/05/'04
Alwallah S/o Faiz Mohammad
16/05/'04
Mohammad Usman S/o Said Rasool
16/05/'04
Haji M.Salim S/o
16/05/'04
Ghulam M. S/o Gul Mohammad
16/05/'04
Mula Abdullah S/o Dost Mohammad
16/05/'04
Abdul Ghiyas S/o Mohammad Ikhlas
16/05/'04
Tor Jan S/o Faiz Mohammad
16/05/'04
Aminullah S/o Mula Sardar M.
16/05/'04
Rahmatullah S/o Mohamma Yousf
16/05/'04
Taj Mohamma S/o Sardar Mohammad
16/05/'04
Haji Mohammad S/o Dost Mohammad
16/05/'04
Azizullah S/o
16/05/'04
Azizullah S/o
16/05/'04
Haji abdul halim S/o Abdul ghaffor
16/05/'04
Mulla muhamad gul S/o erfan aka
16/05/'04
Gull agha S/o Amir jann
B-2
Village
Mirvice Mena
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Sarpoza
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Mirvice Mena
Sarpoza
Sarpoza
Sarpoza
B-4
Left/
Right
Side
Right
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Right
Right
Right
Right
Right
Left
Left
Left
Left
Left
Left
Right
Right
Right
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Left
Right
Left
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Right
Left
Left
Left
Right
Right
Right
B-6
B-5
H/Sh
Eaves
Eaves
Eaves
Tree
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
Eaves
-
C-1-a
Width Depth
Name of interviewee
(m)
(m)
2.8
3.4
4.2
2.5
4.2
3.8
2.9
3.8
4.0
5.2
7.2
2.8
3.3
7.0
2.7
3.2
3.6
4.1
3.0
3.0
3.9
3.2
3.2
4.0
3.6
3.8
3.8
3.4
3.8
3.7
3.2
3.5
3.9
3.9
4.2
3.7
3.4
1.7
4.5
-
0.4
1.0
1.1
2.0
0.8
1.8
0.4
0.8
0.8
0.8
0.3
1.4
2.5
1.4
2.4
4.0
0.8
1.9
3.0
0.4
3.7
0.4
0.4
3.3
1.2
1.2
1.2
1.2
0.6
1.2
1.0
3.2
3.6
0.6
3.1
2.4
1.5
2.0
2.9
-
Faiz Mohammad
Abdul Haq
Gul Sardar
Khaliq Dad
Khaliq Dad
Abidullah
Mohammad Dawood
Dawood Sha
Khaliq Dad
Khaliq Dad
Nalgis
Abdul Hakim
Basir Ahmad
Haji Abdul Majed
Mohammad Omer
M.Ibrahim
Haji musa
Agha Lala
M. Qasam Agha
Haji jalal Shah
Haji jalal Shah
M.Qasam
Mula Abdul Alim
Abdul Hakim
Gul Mohammad Agha
Bibi Sahra
Mohammad Gul
Jan Agha
Mohammad Karim
Noor Agha
Noor Agha
Noor Agha
Abidullah
Mohammad Wali
Bhawadin
Mula Nasradin
Khodie Nazar
Khodie Nazar
Mula Abdul Rashed
Bore Mohammad
Abdul Bari
Lal mohammad
Lal mohammad
Mohammad Rasool
Aman
Samiullah
Samiullah
Abdul Fatah
Adam Jan
Aminullah
Aminullah
Salih Jan
M.Qasam
M.Qasam
Fazal Mohammad
Abdul Rahman
Mula Abdullah
Abdul Rahman
Noorullah
Noorullah
Noorullah
Dawood Sha
Dawood Sha
M.Qasam
Abdul Ahad
M.Qasam
Hazrat Shah
Khan Mohammad
Haji Abdul Wali
Fazli Ahmad
Haji Abdul Wali
M.Qasam
M.Qasam
Khodie Dad
Khodie Dad
Abdul Wali
M.Dawood
Easa Mohammad
Easa Mohammad
Shrafadin
Mohammad Omer
Yar Mohammad
Mira Jan
Mula Abdul Qadir
Haji M. Gul
Haji M.Gul
Haji M.Gul
Wali Jan
Akhter M.
Alwallah
Mohammad Usman
Haji M. Salim
Ghulam M.
Mula Abdullah
Abdul Ghiyas
Tor Jan
Aminullah
Rahmatullah
Taj Mohammad
Haji Mohammad
Azizullah
Azizullah
Haji abdul halim
Mullah muhamad gul
Gull agha
C-1-b
Age
42
70
75
72
72
38
42
36
72
72
50
44
20
55
18
45
65
35
50
75
75
40
48
40
64
50
35
50
30
42
42
42
25
30
30
43
45
45
45
40
30
40
40
45
30
25
25
60
36
35
35
28
40
40
55
35
36
35
60
60
60
36
36
40
46
40
50
33
45
20
45
28
28
32
32
27
30
33
33
40
30
28
48
44
55
55
55
46
35
35
35
45
40
36
37
43
26
25
35
30
30
30
44
42
44
C-1-c
C-1-d
C-1-e
C-1-f
C-1-g
Interviewe
Name of the head
What relation are
Sex
Occupation
e is head
of the family
you with the family?
of family
Male
Shop
Yes
Head of the family
Faiz Mohammad
Male
Shop
Yes
Head of the family
Abdul Haq
Male
Shop
Yes
Head of the family
Gul Sardar
Male
Battery Charger
Yes
Head of the family
Khaliq Dad
Male
Tailor
Yes
Head of the family
Khaliq Dad
Male
Gas Shop
Yes
Head of the family
Abidullah
Male
Store Shop
Yes
Head of the family
Mohammad Dawood
Male
Old Goods
Yes
Head of the family
Dawood Sha
Male
Store Shop
Yes
Head of the family
Khaliq Dad
Male
Property Shop
Yes
Head of the family
Khaliq Dad
Female
Old Goods
Yes
Head of the family
Nalgis
Male
Store Shop
Yes
Head of the family
Abdul Hakim
Male
Garage
Yes
Head of the family
Basir Ahmad
Male
Empty Shop
Yes
Head of the family
Haji Abdul Majed
Male
Mobile Shop
Yes
Head of the family
Mohammad Omer
Male
Property Shop
Yes
Head of the family
M.Ibrahim
Male
Gas Shop
Yes
Head of the family
Haji Musa
Male
Gate Maker
Yes
Head of the family
Agha Lala
Male
Gas Shop
Yes
Head of the family
M. Qasam Agha
Male
Vegetable Shop
Yes
Head of the family
Haji Jalal Shah
Male
Store Shop
Yes
Head of the family
Haji Jalal Shah
Male
Petrol Shop
Yes
Head of the family
M.Qasam
Male
Store Shop
Yes
Head of the family
Mula Abdul Alim
Male
Medical
Yes
Head of the family
Abdul Hakim
Male
Room
Yes
Head of the family Gul Mohammad Agha
Female
Empty Shop
Yes
Head of the family
Bibi Sahra
Male
Furniture Shop
Yes
Head of the family
Mohammad Gul
Male
Furniture Shop
Yes
Head of the family
Jan Agha
Male
Room
Yes
Head of the family
Mohammad Karim
Male
Pipe Shop
Yes
Head of the family
Noor Agha
Male
Pipe Shop
Yes
Head of the family
Noor Agha
Male
Pipe Shop
Yes
Head of the family
Noor Agha
Male
Tea Shop
Yes
Head of the family
Abidullah
Male
Store Shop
Yes
Head of the family
Mohammad Wali
Male
Gate Maker
Yes
Head of the family
Bhawadin
Male
Gate Maker
Yes
Head of the family
Mula Nasradin
Male
Game Shop
Yes
Head of the family
Khodie Nazar
Male
Radio Mechanic
Yes
Head of the family
Khodie Nazar
Male
Furniture Shop
Yes
Head of the family
Mula Abdul Rashed
Male
Store Shop
Yes
Head of the family
Bore Mohammad
Male
Store Shop
Yes
Head of the family
Abdul Bari
Male
Biscuits shop
Yes
Head of the family
Lal Mohammad
Male
Wheat Breaker
Yes
Head of the family
Lal Mohammad
Male
Gas Shop
Yes
Head of the family
Mohammad Rasool
Male
Battery Charger
Yes
Head of the family
Aman
Male
Spear parts
Yes
Head of the family
Samiullah
Male
Cycle mechanic
Yes
Head of the family
Samiullah
Male
Cycle mechanic
Yes
Head of the family
Abdul Fatah
Male Audio Castes Shop
Yes
Head of the family
Adam Jan
Male
Furniture Shop
Yes
Head of the family
Aminullah
Male
Shopkeeper
Yes
Head of the family
Aminullah
Male
Store Shop
Yes
Head of the family
Salih Jan
Male
Medical
Yes
Head of the family
M.Qasam
Male
Petrol Shop
Yes
Head of the family
M.Qasam
Male
Hotel
Yes
Head of the family
Fazal Mohammad
Male
Medical
Yes
Head of the family
Abdul Rahman
Male
Property Shop
Yes
Head of the family
Mula Abdullah
Male
Laboratory
Yes
Head of the family
Abdul Rahman
Male
Cycle mechanic
Yes
Head of the family
Noorullah
Male
Wood saler
Yes
Head of the family
Noorullah
Male
Wood saler
Yes
Head of the family
Noorullah
Male
Tailor
Yes
Head of the family
Dawood Sha
Male
Gate Maker
Yes
Head of the family
Dawood Sha
Male
Empty Shop
Yes
Head of the family
M.Qasam
Male
Store Shop
Yes
Head of the family
Abdul Ahad
Male
Store Shop
Yes
Head of the family
M.Qasam
Male
Store Shop
Yes
Head of the family
Hazrat Shah
Male
Store Shop
Yes
Head of the family
Khan Mohammad
Male
Baker
Yes
Head of the family
Haji Abdul Wali
Male
Butcher
Yes
Head of the family
Fazli Ahmad
Male
Store Shop
Yes
Head of the family
Haji Abdul Wali
Male
Store Shop
Yes
Head of the family
M.Qasam
Male
Store Shop
Yes
Head of the family
M.Qasam
Male
Baker
Yes
Head of the family
Khodie Dad
Male
Baker
Yes
Head of the family
Khodie Dad
Male
Baker
Yes
Head of the family
Abdul Wali
Male
Store Shop
Yes
Head of the family
M.Dawood
Male
Store Shop
Yes
Head of the family
Easa Mohammad
Male
Store Shop
Yes
Head of the family
Easa Mohammad
Male
Store Shop
Yes
Head of the family
Shrafadin
Male
Store Shop
Yes
Head of the family
Mohammad Omer
Male
Butcher
Yes
Head of the family
Yar Mohammad
Male
Store Shop
Yes
Head of the family
Mira Jan
Male
Store Shop
Yes
Head of the family
Mula Abdul Qadir
Male
Baker
Yes
Head of the family
Haji M.Gul
Male
Butcher
Yes
Head of the family
Haji M.Gul
Male
Store Shop
Yes
Head of the family
Haji M.Gul
Male
Store Shop
Yes
Head of the family
Wali Jan
Male
Empty Shop
Yes
Head of the family
Akhter M.
Male
Store Shop
Yes
Head of the family
Alwallah
Male
Store Shop
Yes
Head of the family
Mohammad Usman
Male
Furniture Shop
Yes
Head of the family
Haji M.Salim
Male
Tailor
Yes
Head of the family
Ghulam M.
Male
Cycle mechanic
Yes
Head of the family
Mula Abdullah
Male
Store Shop
Yes
Head of the family
Abdul Ghiyas
Male
Store Shop
Yes
Head of the family
Tor Jan
Male
Store Shop
Yes
Head of the family
Aminullah
Male
Store Shop
Yes
Head of the family
Rahmatullah
Male
Baker
Yes
Head of the family
Taj Mohammad
Male
Gate Maker
Yes
Head of the family
Haji Mohammad
Male
Garage
Yes
Head of the family
Azizullah
Male
Garage
Yes
Head of the family
Azizullah
Male
Store Shop
Yes
Head of the family
Haji abdul halim
Male
Store Shop
Yes
Head of the family
mullah muhamad gul
Male
Store Shop
Yes
Head of the family
Gull agha
C-1-h
Age of
the head
42
70
75
72
72
38
42
36
72
72
50
44
20
55
18
45
65
35
50
75
75
40
48
40
64
50
35
50
30
42
42
42
25
30
30
43
45
45
45
40
30
40
40
45
30
25
25
60
36
35
35
28
40
40
55
35
36
35
60
60
60
36
36
40
46
40
50
33
45
20
45
28
28
32
32
27
30
33
33
40
30
28
48
44
55
55
55
46
35
35
35
45
40
36
37
43
26
25
35
30
30
30
44
42
44
C-1-I
C-1-j
Sex of the
Occupation of the
head of
head of the family
the family
Male
Store Shop
Male
Store Shop
Male
Game Shop
Male
Battery Chargger
Male
Tailor
Male
Gas Shop
Male
Store Shop
Male
Old Goods
Male
Store Shop
Male
Property
Female
Old Goods
Male
Store Shop
Male
Garage
Male
Empty Shop
Male
Mobile Shop
Male
Property Shop
Male
Gas Shop
Male
Gate Maker
Male
Gas Shop
Male
Vegetable Shop
Male
Store Shop
Male
Petrol Shop
Male
Store Shop
Male
Medical
Male
Room
Female
Empty Shop
Male
Fernature Shop
Male
Fernature Shop
Male
Room
Male
Pipe Shop
Male
Pipe Shop
Male
Pipe Shop
Male
Tea Shop
Male
Store Shop
Male
Gate Maker
Male
Gate Maker
Male
Game Shop
Male
Radio Mechanic
Male
Fernature Shop
Male
Store Shop
Male
Store Shop
Male
Biscuits Shop
Male
Wheat Breaker Shop
Male
Gas Shop
Male
Gas Shop
Male
Spear parts
Male
Cycle mechanic
Male
Cycle mechanic
Male
Audio casets Shop
Male
Fernature Shop
Male
Shopkeeper
Male
Store Shop
Male
Medical
Male
Petrol Shop
Male
Hotel
Male
Medical
Male
Property Shop
Male
Laboratory Shop
Male
Cycle mechanic
Male
Wood Saler
Male
Wood Saler
Male
Tailor
Male
Gate Maker
Male
Empty Shop
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Baker
Male
Meat shop / Butcher
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Baker
Male
Baker
Male
Baker
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Meat shop / Butcher
Male
Store Shop
Male
Store Shop
Male
Baker
Male
Butcher
Male
Store Shop
Male
Store Shop
Male
Empty Shop
Male
Store Shop
Male
Store Shop
Male
Fernature Shop
Male
Tailor
Male
Cycle mechanic
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Store Shop
Male
Baker
Male
Gate Maker
Male
Garage
Male
Garage
Male
Store Shop
Male
Store Shop
Male
Store Shop
C-1-k
Is the head of
family Invalid
or widow?
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Not Invalid
Not Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
C-2-a
Land owner
Privat
Pub.
e
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
C-2-b
Legal document
Not
Have
Have
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
C-2-c
C-2-d
Improvement of K-H road
Not
No
Agree
Agree
Ans.
Remove
Not
Agree
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Agree
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
C-2-e
No
Ans.
Req.
for the
PJT
-
E3-1
Q-No.
A-1
A-2
No.
Q-Day
Name and father name
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
16/05/'04
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29/05/'04
29/05/'04
Nazir ahmad S/o Gullai
zawan agha s/o marach agha
Saharap din S/o abdula had
Sharap din S/o Abdul jabar
Abidullah S/o Mohamad Ibrahim
Abidullah S/o Mohamad Ibrahim
Gul Sardar S/o Haji Abdullah
Abdul Azim S/o Abdul Rahim
Shahzada S/o Baz Mohammad
Mohammad
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Abdul Satar S/o Abdul Jabar
Khiero Mama
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Gul Sardar S/o Haji Abdullah
Gul Sardar S/o Haji Abdullah
Gul Sardar S/o Haji Abdullah
Gul Sardar S/o Haji Abdullah
Gul Sardar S/o Haji Abdullah
Gul Sardar S/o Haji Abdullah
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Abdul Azim S/o Abdul Rahim
Sheer Mohammad S/o Agha Mohammad
Mohammad
Mohammad Shah S/o Aminullah
Abdul Qyoum S/o Abdul Jabar
Abidullah S/o Mohamad Ibrahim
Abdul Haq S/o Baz Mohammad
Abdul Haq S/o Baz Mohammad
Dawood Sha S/o Muladad
Khliq Dad S/o Allah Dad
Haji Abdul Ghani S/o
Haji Mohammad Nadir S/o M. Sadiq
Abdul Hakim S/o Abdullah Jan
Abdul Baqi S/o Mohammad Jan
Abdul Baqi S/o Mohammad Jan
Sharafadin S/o Abdul Ahad
Mohammad Azim S/o Abdul Ghiyas
Mohammad Rafiq S/o Mosa Jan
Momin S/o Yar Mohammad
Mohammad Karim S/o Fazal Mohammad
Nazar Mohammad S/o Dost Mohammad
Bashir Ahmad S/o Sardar Mohammad
Wali Mohammad S/o Wali Jan
Gulalie s/o Mohammad Shah
Peir Mohammad S/o
Faiz Mohammad S/o Naik Mohammad
Bacha Agha S/o Meer Agha
Mohammad Lal S/o Khirullah
Mohammad Lal S/o Khirullah
Mosa Jan S/o
Abdul Ghafar S/o
Tor Jan S/o Faizullah
Abdul Bari S/o
Mula Dad Agha S/o Khodie Dost Agha
Mohammad Zahir S/o Abdul Rahim
Agha Jan S/o Sadulah
Asmatullah S/o Sadullah
Asmatullah S/o Sadullah
Garan Agha S/o Marach Agha
Garan Agha S/o Marach Agha
Tor Jan S/o Mohammad Ghuss
Tor Jan S/o Mohammad Ghuss
Tor Jan S/o Mohammad Ghuss
Jan Mohammad S/o Easa Mohammad
Noor Ali S/o Haji Ghulam Jan
Mosa Jan S/o
Abdul Khaliq S/o Abdul Manan
Dadullah S/o Mohammad Akber
Dadullah S/o Mohammad Akber
Abdul Satar S/o Abdul Jabar
Abdul Qyoum S/o Abdul Jabar
Dadullah S/o Mohammad Akber
Rahmatullah S/o Abdul Qadir
Easa Mohammad S/o Abdul Ghafor
Abdul Zahir S/o Abdul Karim
Abdul Qadir S/o Abdul Hakim
Yar Mohammad S/o Fazal Mohammad
Yar Mohammad S/o Fazal Mohammad
Mohammad Wali S/o Joma Khan
Naimatullh S/o Abdul Rawoff
Ata Mohammad S/o Jan Mohammad
Shafiaullah S/o Khierullah
Abdul Zahir S/o Abdul Qadir
Abdul Ahad S/o Ghulam Mohammad
Mahboob S/o abdul Ahad
Mahboob S/o abdul Ahad
Sherian S/o Bahawdin
Din Mohammad S/o Gul Bacha
Wali Mohammad S/o Khaliq Dad
Mahmood S/o Abdul Zahir
Rahmat Agha S/o Khodie Dost
Agha Jan S/o Mohammad Yaquob
Mohammad Lal S/o Khirullah
Mosa Kalim S/o Agha Lala
Haji Mohammad S/o
B-2
B-5
Village
B-4
Left/
Right
Side
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Mirvice Mena Left
Sarpoza
Right
Sarpoza
Left
Sarpoza
Left
Sarpoza
Right
Sarpoza
Right
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Right
Sarpoza
Right
Sarpoza
Left
Mirvice Mena Right
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Sarpoza
Left
Mirvice Mena Right
Sarpoza
Left
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Left
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Right
Sarpoza
Left
Sarpoza
Left
H/Sh
B-6
C-1-a
Width Depth
Name of interviewee
(m)
(m)
Eaves 3.0
House 4.0
Eaves 3.2
Eaves 3.2
Wall
25.0
Eaves 3.3
Eaves 3.7
Eaves 2.8
Eaves 2.8
Eaves 2.2
Eaves 2.5
Eaves 2.8
Eaves 3.0
Eaves 3.2
Eaves 3.5
Eaves 3.5
Eaves 3.3
Eaves 3.4
Eaves 3.1
2,Tree 5.3
1,Tree 5.3
Eaves 3.8
Eaves 4.0
Eaves 3.8
Eaves 7.0
Eaves 4.0
Eaves 3.1
Wall
0.5
-
0.7
1.1
0.7
0.4
0.8
4.8
1.5
1.5
2.5
3.5
1.7
1.8
1.8
3.2
2.1
2.1
2.1
1.5
1.6
1.9
1.8
1.1
2.4
2.8
2.5
0.4
-
Nazir ahmad
Zawan agha
Sharap din
Sharap din
Abidullah
Abidullah
Gul Sardar
Abdul Azim
Shahzada
Mohammad
Abdul Azim
Abdul Azim
Abdul Satar
Khiero Mama
Abdul Azim
Abdul Azim
Abdul Azim
Abdul Azim
Abdul Azim
Gul Sardar
Gul Sardar
Gul Sardar
Gul Sardar
Gul Sardar
Gul Sardar
Abdul Azim
Abdul Azim
Abdul Azim
Abdul Azim
Sheer Mohammad
Mohammad
Mohammad Shah
Abdul Qyoum
Abidullah
Abdul Haq
Abdul Haq
Dawood Sha
Khliq Dad
Haji Abdul Ghani
Haji M. Nadir
Abdul Hakim
Abdul Baqi
Abdul Baqi
Sharafdin
Mohammad Azim
Mohammad Rafiq
Momin
Mohammad Karim
Nazar Mohammad
Bashir Ahmad
Wali Mohammad
Gulalie
Peir Mohammad
Faiz Mohjammad
Bacha Agha
Mohammad Lal
Mohammad Lal
Mosa Jan
Abdul Ghafar
Tor Jan
Abdul Bari
Mula Dad Agha
Mohammad Zahir
Agha Jan
Asmatullah
Asmatullah
Garan Agha
Garan Agha
Tor Jan
Tor Jan
Tor Jan
Jan Mohammad
Noor Ali
Mosa Jan
Abdul Khaliq
Dadullah
Dadullah
Abdul Satar
Abdul Qyoum
Dadullah
Rahmatullah
Easa Mohammad
Abdul Zahir
Abdul Qadir
Yar Mohammad
Yar Mohammad
Mohammad Wali
Naimatullah
Ata Mohammad
Shfiaullah
Abdul Zahir
abdul ahad
Mahboob
Mahboob
Sherian
Din Mohammad
Wali Mohammad
Mahmood
Rahmat Agha
Agha Jan
Mohammad Lal
Mosa Kalim
Haji Mohammad
C-1-b
C-1-c
C-1-d
Age
Sex
Occupation
43
30
38
32
38
38
75
36
30
45
36
39
34
34
36
36
36
36
36
75
75
75
75
75
75
36
36
36
39
43
45
40
40
38
70
70
36
72
30
45
35
35
35
38
35
24
35
28
40
26
60
35
70
40
30
45
45
50
35
45
20
40
32
42
42
42
30
30
49
49
49
62
65
25
26
40
40
40
45
40
25
30
38
33
60
60
40
40
30
22
35
35
30
30
30
34
35
40
30
45
45
50
60
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Store Shop
Gate Maker
Baker
Property Shop
Baker
Store Shop
Pots Shop
Gate Maker
Furniture Shop
Baker
Vegetable Shop
Vegetable Shop
Store Shop
Store Shop
Empty Shop
Empty Shop
Empty Shop
Empty Shop
Medical
Biscuits shop
Gas Shop
Gas Shop
Store Shop
Flour Shop
Store Shop
Clinic
Clinic
Vegetable Shop
Store Shop
Store Shop
Gate Maker
Store Shop
Store Shop
Flour Shop
Meat Shop /Butcher
Empty Shop
Old Goods
Gas Shop
Store Shop
Bussniss
Store Shop
Empty Shop
Store Shop
Oil Shop
Store Shop
Meat Shop /Butcher
Meat Shop /Butcher
Cycle mechanic
Vegetable Shop
Vegetable Shop
Meat Shop /Butcher
Meat Shop /Butcher
Vegetable Shop
Cold Drink Shop
Vegetable Shop
Baker
Baker
Store Shop
Ice Cream Shop
Hotel
Iron Maker
Vegetable Shop
Empty Shop
Video Shop
Hotel
Vegetable Shop
Ice Cream Shop
Ice Cream Shop
Baker
Vegetable Shop
Vegetable Shop
Store Shop
Meat Shop /Butcher
Petrol Shop
Oil Shop
Baker
Hotel
Pots Shop
Pots Shop
Puncher Man
Empty Shop
Puncher Man
Meat Shop /Butcher
Meat Shop /Butcher
Baker
Baker
Petrol Shop
Puncher Man
Store Shop
Vegetable Shop
Store Shop
Store Shop
Store Shop
Damage eara
Store Shop
Store Shop
Store Shop
Store Shop
Store Shop
Store Shop
Room
Pots Shop
Cycle mechanic
C-1-e
C-1-f
Interviewe
What relation are
e is head
you with the family?
of family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
Yes
Head of the family
C-1-g
C-1-h
Name of the head
of the family
Age of
the head
Nazir ahmad
Zawan agha
Sharap din
Sharap din
Abidullah
Abidullah
Gul Sardar
Abdul Azim
Shahzada
Mohammad
Abdul Azim
Abdul Azim
Abdul Satar
Khiero Mama
Abdul Azim
Abdul Azim
Abdul Azim
Abdul Azim
Abdul Azim
Gul Sardar
Gul Sardar
Gul Sardar
Gul Sardar
Gul Sardar
Gul Sardar
Abdul Azim
Abdul Azim
Abdul Azim
Abdul Azim
Sheer Mohammad
Mohammad
Mohammad Shah
Abdul Qyoum
Abidullah
Abdul Haq
Abdul Haq
Dawood Sha
Khaliq Dad
Haji Abdul Ghani
Haji M. Nadir
Abdul Hakim
Abdul Baqi
Abdul Baqi
Sharafadin
Mohammad Azim
Mohammad Rafiq
Momin
Mohammad Karim
Nazar Mohammad
Bashir Ahmad
Wali Mohammad
Gulalie
Peir Mohammad
Faiz Mohammad
Bacha Agha
Mohammad Lal
Mohaammad
Mosa Jan
Abdul Ghafar
Tor Jan
Abdul Bari
Mula Dad Agha
Mohammad Zahir
Agha Jan
Asmatullah
Asmatullah
Garan Agha
Garan Agha
Tor Jan
Tor Jan
Tor Jan
Jan Mohammad
Noor Ali
Mosa Jan
Abdul Khaliq
Dadullah
Dadullah
Abdul Satar
Abdul Qyoum
Dadullah
Rahmatullah
Easa Mohammad
Abdul Zahir
Abdul Qadir
Yar Mohammad
Yar Mohammad
Mohammad Wali
Naimatullah
Ata Mohammad
Shfiaullah
Abdul Zahir
Abdul Ahad
Mahboob
Mahboob
Sherian
Din Mohammad
Wali Mohammad
Mahmood
Rahmat Agha
Agha Jan
Mohammad Lal
Mosa Kalim
Haji Mohammad
43
30
38
32
38
38
75
36
30
45
36
39
34
34
36
36
36
36
36
75
75
75
75
75
75
36
36
36
39
43
45
40
40
38
70
70
36
72
30
45
35
35
35
38
35
24
35
28
40
26
60
35
70
40
30
45
45
50
35
45
20
40
32
42
42
42
30
30
49
49
49
62
65
25
26
40
40
40
45
40
25
30
38
33
60
60
40
40
30
22
35
35
30
30
30
34
35
40
30
45
45
50
60
C-1-I
Sex of the
head of
the family
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
Male
C-1-j
Occupation of the
head of the family
Store Shop
Gate Maker
Store Shop
Store Shop
Baker
Store Shop
Pots Shop
Gate Maker
Fernature Shop
Baker
Vegetable Shop
Vegetable Shop
Store Shop
Store Shop
Empty Shop
Empty Shop
Empty Shop
Empty Shop
Medical
Biscuits Shop
Gas Shop
Gas Shop
Store Shop
Flour Shop
Store Shop
Clinic
Clinic
Vegetable Shop
Store Shop
Store Shop
Gate Maker
Store Shop
Store Shop
Flour Shop
Meat shop / Butcher
Empty Shop
Old Goods
Gas Shop
Store Shop
Bussniss
Store Shop
Empty Shop
Store Shop
Oil Shop
Store Shop
Meat shop / Butcher
Meat shop / Butcher
Cycle mechanic
Vegetable Shop
Vegetable Shop
Meat shop / Butcher
Meat shop / Butcher
Vegetable Shop
Cold Drink Shop
Vegetable Shop
Baker
Baker
Store Shop
Ice Cream Shop
Hotel
Iron Maker
Vegetable Shop
Empty Shop
Video Shop
Hotel
Vegetable Shop
Ice Cream Shop
Ice Cream Shop
Baker
Vegetable Shop
Vegetable Shop
Store Shop
Meat shop / Butcher
Petrol Shop
Oil Shop
Baker
Hotel
Pots Shop
Pots Shop
Puncher Man
Empty Shop
Puncher Man
Meat shop / Butcher
Meat shop / Butcher
Baker
Baker
Petrol Shop
Puncher Man
Store Shop
Vegetable Shop
Store Shop
Store Shop
Store Shop
Damage eara
Store Shop
Store Shop
Store Shop
Store Shop
Store Shop
Store Shop
Room
Pots Shop
Cycle mechanic
C-1-k
Is the head of
family Invalid
or widow?
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
Invalid
C-2-a
Land owner
Privat
Pub.
e
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
C-2-b
Legal document
Not
Have
Have
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
C-2-c
C-2-d
Improvement of K-H road
Not
No
Agree
Agree
Ans.
Remove
Not
Agree
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Agree
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
C-2-e
No
Ans.
Req.
for the
PJT
-
E3-2
付属資料　F（第4章） 重力式擁壁計算書
Ｆ1
重力式擁壁の計算
1. 擁壁高さ H=2m タイプ
(1) 設計条件
1) 荷重
a. 設計水平震度 Ｋh = 0.00
b.
単位体積重量
コンクリート γc = 23.00 (kN/m3)
裏込め土 γs = 19.00 (kN/m3)
c.
土 圧
計算方式 【試行くさび法】
土圧の作用高さ Ｈ = 2.00 (ｍ)
裏込め土の内部摩擦角 Φ = 30.00 (°)
壁面摩擦角 δ = 20.00 (°)
粘着力 Ｃ = 0.00 (kN/m2)
2) 基礎と地盤の間
摩擦係数 μ = 0.60
粘着力 Ｃ = 0.00 (kN/m2)
(2) 形状及び寸法
法面形状(mm)
Δｘ Δｙ
(1) 0
0
(2) 6000 4000
(3) 3000 0
α = 36.87 (°)
ω = 46.00 (°)
載荷重
(kN/m)
0.00
0.00
5.00
(3) 土圧の計算
Ｗ・sin（ω - Φ） - Ｃ・Ｌ・cosΦ
Ｐa = ───────────────────
cos（ω - Φ - δ - α）
304.37・sin（46.00 - 30.00） - 0.00・8.90・cos30.00
= ───────────────────────────
cos（46.00 - 30.00 - 20.00 - 36.87）
= 110.94 (kN/m)
(4) 転倒に対する安定
荷重 Ｖ(kN) Ｈ(kN) ｘ(m) ｙ(m) Ｍr Ｍo
自重 64.86 0.00 0.69 0.92 44.57 0.00
土圧 92.91 60.64 1.30 0.80 120.78 48.51
合計 157.77 60.64 165.36 48.51
底版前面から合力の作用する位置までの距離ｄおよび底版中央からの偏心ｅを次の式で求める。
ΣＭr - ΣＭo
165.36 - 48.51
ｄ = ──────── = ──────── = 0.741 (ｍ)
ΣＶ
157.77
F-1
Ｂ
1.80
ｅ = ──- ｄ = ───- 0.741 = 0.159 (ｍ)
２
２
Ｍr
165.36
Ｆs = ─── = ──── = 3.41 ≧ 3.00 = OK
Ｍo
48.51
ここで ΣＭr
ΣＭo
ΣＶ
Ｂ
Ｆs
：(kN･m) 擁壁前面下部の抵抗モーメント
：(kN･m) 擁壁前面下部の転倒モーメント
：(kN) 底版での全荷重
：(ｍ) 底版の幅
： 転倒安全率
(5) 滑動に対する安定
ΣＶ・μ + Ｃ・Ｂ
Ｆs = ───────────
ΣＨ
157.77・0.60 + 0.00・1.80
= ───────────────
60.64
= 1.56 ≧ 1.50 = OK
ここで ΣＶ ：(kN) 底版での全鉛直荷重
ΣＨ ：(kN) 底版での全水平荷重
μ ： 底版の摩擦係数
Ｃ ：(kN/m2) 底版の粘着力
Ｂ ：(ｍ) 底版の幅
Ｆs ： 滑動安全率
(6) 地盤反力
ΣＶ
6ｅ
ｑ1 = ───（1 + ───） = 134.21 (kN/m2)
Ｂ
Ｂ
ΣＶ
6ｅ
ｑ2 = ───（1 - ───） = 41.08 (kN/m2)
Ｂ
Ｂ
ここで ΣＶ ：(kN) 底版での全鉛直荷重
Ｂ ：(ｍ) 底版の幅
ｅ ：(ｍ) 底版中央から合力の作用位置までの偏心距離
ｄ ：(ｍ) 底版前縁から合力の作用位置までの距離
ｑ1 ：(kN/m2)底版前縁(図の左側)での地盤反力
ｑ2 ：(kN/m2)底版後縁(図の右側)での地盤反力
2. 擁壁高さ H=3m タイプ
(1) 設計条件
1) 荷重
a. 設計水平震度 Ｋh = 0.00
b.
単位体積重量
コンクリート γc = 23.00 (kN/m3)
裏込め土 γs = 19.00 (kN/m3)
c.
土 圧
計算方式 【試行くさび法】
土圧の作用高さ Ｈ = 3.00 (ｍ)
裏込め土の内部摩擦角 Φ = 30.00 (°)
F-2
壁面摩擦角 δ = 20.00 (°)
粘着力 Ｃ = 0.00 (kN/m2)
2) 基礎と地盤の間
摩擦係数 μ = 0.60
粘着力 Ｃ = 0.00 (kN/m2)
(2) 形状及び寸法
法面形状(mm)
Δｘ Δｙ
(1) 0
0
(2) 4500 3000
(3) 3000 0
α = 34.99 (°)
ω = 52.00 (°)
載荷重
(kN/m)
0.00
0.00
5.00
(3) 土圧の計算
Ｗ・sin（ω - Φ） - Ｃ・Ｌ・cosΦ
Ｐa = ───────────────────
cos（ω - Φ - δ - α）
376.30・sin（52.00 - 30.00） - 0.00・8.12・cos30.00
= ───────────────────────────
cos（52.00 - 30.00 - 20.00 - 34.99）
= 168.06 (kN/m)
(4) 転倒に対する安定
荷重 Ｖ(kN) Ｈ(kN) ｘ(m) ｙ(m) Ｍr Ｍo
自重 115.23 0.00 0.89 1.26 102.05 0.00
土圧 137.66 96.42 1.70 1.13 234.02 109.27
合計 252.89 96.42 336.07 109.27
底版前面から合力の作用する位置までの距離ｄおよび底版中央からの偏心ｅを次の式で求める。
ΣＭr - ΣＭo 336.07 - 109.27
ｄ = ──────── = ──────── = 0.897 (ｍ)
ΣＶ 252.89
Ｂ
2.40
ｅ = ── - ｄ = ─── - 0.897 = 0.303 (ｍ)
２
２
Ｍr
336.07
Ｆs = ─── = ──── = 3.08 ≧ 3.00 = OK
Ｍo
109.27
ここで ΣＭr
ΣＭo
ΣＶ
Ｂ
Ｆs
：(kN･m) 擁壁前面下部の抵抗モーメント
：(kN･m) 擁壁前面下部の転倒モーメント
：(kN) 底版での全荷重
：(ｍ) 底版の幅
： 転倒安全率
(5) 滑動に対する安定
ΣＶ・μ + Ｃ・Ｂ
F-3
Ｆs = ───────────
ΣＨ
252.89・0.60 + 0.00・2.40
= ───────────────
96.42
= 1.57 ≧ 1.50 = OK
ここで ΣＶ
ΣＨ
μ
Ｃ
Ｂ
Ｆs
：(kN) 底版での全鉛直荷重
：(kN) 底版での全水平荷重
： 底版の摩擦係数
：(kN/m2) 底版の粘着力
：(ｍ) 底版の幅
： 滑動安全率
(6) 地盤反力
ΣＶ
6ｅ
ｑ1 = ───（1 + ───） = 185.23 (kN/m2)
Ｂ
Ｂ
ΣＶ
6ｅ
ｑ2 = ───（1 - ───） = 25.51 (kN/m2)
Ｂ
Ｂ
ここで ΣＶ ：(kN) 底版での全鉛直荷重
Ｂ ：(ｍ) 底版の幅
ｅ ：(ｍ) 底版中央から合力の作用位置までの偏心距離
ｄ ：(ｍ) 底版前縁から合力の作用位置までの距離
ｑ1：(kN/m2)底版前縁(図の左側)での地盤反力
ｑ2：(kN/m2)底版後縁(図の右側)での地盤反力
F-4
付属資料　G 帰国報告書
G 1 ２００４年　２月
G 2 ２００４年　３月
G 3 ２００４年　４月
G 4 ２００４年　６月
付属資料 H 面談者リスト
H　面談者リスト
日本大使館
特命全権大使（前任）
駒野欽一
公使（前任）
宮原信孝
書記官
熊野忠則
児玉千佳子
書記官
JICAカブール事務所
所長
松島　正明
次長
中村浩孝
次長
米林徳人
企画調査員（前任）
長谷川庄司
スペシャルセキュリティアドバイザー（前任　大隈　末雄
JICAカンダハル事務所
企画調査員（前任）
小金丸梅夫
企画調査員
木村伸一
セキュリティアドバイザー（前任）
越智楢男
セキュリティアドバイザー
西尾潤一
JICSカブール事務所
所長（前任）
深澤公史
所長
川上宣彦
次長
小林徳光
公共事業省(Ministry of Public Works Transitional Administration of Afghanistan)
大臣
Dr. Abdullah Ali
Tehnical Advisor to MOPW
Mr.Sayed Hashemyan, P.D
PWAカンダハル
所長
Mr.Abdul Jamil
Manager, Plan and Engineering Dept.
Mr.Abdul Hadi
カンダハル州政府
知事
Mr.Yosuof　Pashto
カンダハル市役所
市長
Mr. Popal
鉱工業省(Ministry of Mining and Industry Transitional Administration of Afghanistan)
第一副大臣
Dr. Mir M. Mahfooz
USAID
Manager Infrastructure,
Mr.Charles Moseley
Engineering and Energy
LBG(The Louis Berger Group, Inc.)
Project Manager
Mr. James Myers
Chief Engineer（Precursor)
Mr. M. I. Kingery
Chief Engineer
Mr.Frederick C.Chace
Provincial Road Engineer
Mr. Jeff Young
Engineering Manager
Mr.Edward W. Cobau
USPI(U.S.Protection & Investigations)
Project Manager
Mr. Del Spier
Global Risk Strategies
Operations Manager(Afghanistan)
Mr.James Offer
UNMACA（国連地雷撤去センター）
Programme Manager
Mr.Dan Kelly
Chief Quality Management
Mr.Alan Jones
Programme officer(Reporting)
Ms. Reiko Kurihara
External Relations Associate
Mr.Takuto Kubo
Site Supervisor, UNAMA, Kandahor
Mr.Tony Devenish
Liaison Analyst Kandahar
Mr.Noriyuki Shina
建設業者
ARC Construction Company
Manager, Afghanistan
Mr. Sameh Panah
GULSAN/CUKUROVA JV
Kabul Office Manager
Mr. Kurtulus Ergin
Country Manager
Mr. Gazidarici
H-1