3
IP.1
0
70
MC.1=12.7
SP 10.0
20.
0
10.0
5.0
BP
=B
C.
1=
0
.1
EC
5
69
5.
=2
3
R=
15
700
=3
EP
0
2.
TP
.8
21
695
L=2.0m
68
5
0
69
705
690
L=6.0m
685
0
68
680
L=3.0m
5
67
675
IP
IP.1
1
1
L=15.0m
D
24.7
25.6
A
276 - 43
I.A
96 - 43
R
15
T.L
16.9
S.L
7.58
C.L
25.3
B.C
0.0
32.1
M.C
12.7
32.1
E.C
25.3
32.1
BP= 0
EP=32
1
1
20.0
25.3
32.0
20.0
EC.1
=25.3
EP=32.0
10.0
10.0
IP.1
R=15
690.50
689.76
689.20
688.58
688.41
688.16
0.07
0.51
0.71
0.57
0.06
0.0
12.7
19.3
+11.00%
690.50
689.70
689.27
689.09
689.12
688.73
688.00
+3.00%
12.7
5.0
5.0
688.00
1:250
MC.1
=12.7
0.0
BP
=BC.1=0
y=0.02
y=0.20
y=0.11
y=0.01
1:100
SP
.0
10
BM10 H=690.411
690.00
VCL=20.0
VCR=250
DL=685.00
MC.1=12.7
5.0
-0.57
1.80
S1
=
4.1
BA
=
0.8
-0.51
3.55
1.80
4.5
=
BA
=
S1
=
BA
=
3.7
3.55
0.2
1:
8
0.
1: 4.7
L=
0.9
S3
8
0. 8
L=
1.
1:
L= 1.5
2.
0
2.4
3.3
4.4
10.0
-0.71
BP=BC.1=0
1.80
=
1.2
BA
=
0.9
1.80
3.34
5.6
3.55
0.1
A=7.8m2(S1)
4.7
L=5.4m
8
0.
1: 2.2
L=
8
0.
1: 4.0
L=
1.5
S1
A=1.2m2(S1)
1:
1
L= .5
2.
9
3.0
2.5
4.6
L=3.0m
1
2
L=2.0m
EC.1=25.3
+0.06
1.80
3.34
0.7
S3
=
0.8
BA
=
3.2
EP=32.0
5.0
.5
1:0
1:
1
L= .5
5.
0
2.4
1.80
5.4
20.0
-0.07
1.80
3.55
0.1
5.2
8
0.
1: 0.9
L=
1:
1
L= .5
3.
3
2.1
2
2
4.9
S3
=
1.1
BA
=
1.7
2.05
S3
=
BA
=
0.7
IP.1
MC.1=12.7
0
20.
0
1.8
.1
=2
5.
3
1.7
1.
1.
80
=3
54
1.
1.
80
0.
25
1
1
80
IP
IP.1
0
2.
1.
R=
15
EP
1.
54
80
5
1.
80
1.8
0
0
5
1.7
1.
8
0
1.8
=0
1.80 1.80 1.75
5
.80 1.7
1.80 1
0
1.8
C.
1
EC
10.0
5.0
BP
=B
D
24.7
25.6
A
276 - 43
I.A
96 - 43
R
15
T.L
16.9
S.L
7.58
C.L
25.3
B.C
0.0
32.1
M.C
12.7
32.1
E.C
25.3
32.1
BP= 0
EP=32

工場IS

工場IS 工場IS

第1回ロードキル連絡会議・防止重点区間側溝清掃作業

品名 : NF マウントレンズ 型名 : VCL