open_jicareport.jica.go.jpopen_jicareport.jica.go.jp/pdf/11847720_05.pdf · 1250 2. 0 % 2. 0 % 250...
23
KATAHIRA & ENGINEERS INTERNATIONAL TITLE : S=1:1000 SCALE Drawing No. BA-1 BASIC DESIGN STUDY DIRECTEUR NATIONAL ADJOINT DES ROUTES PEPUBLIQUE DU MALI ON THE PROJECT FOR BRIDGE CONSTRUCTION OF DAKAR~BAMAKO SOUTH CORRIDOR JAPAN INTERNATIONAL COOPERATION AGENCY COORDINATES OF DESIGN ELEMENTS BALEBRIDGE COORDINATES OF STATIONS No. STATIONS X-COORDINATE (m) Y-COORDINATE (m) REMARKS 1 236+748.531 338,912.76520 77,812.59150 2 236+760.000 338,924.15298 77,813.95007 3 236+800.000 338,963.84855 77,818.87070 4 236+900.000 339,060.00011 77,844.93513 5 236+981.039 339,128.48086 77,887.80548 6 237+000.000 339,142.69226 77,900.35397 7 237+050.000 339,177.75775 77,935.98230 START POINT OF PROJECT 8 237+056.039 339,181.88153 77,940.39408 9 237+061.100 339,185.33648 77,944.09234 ABUTMENT A1 10 237+100.000 339,211.89201 77,972.51792 BRIDGE 11 237+171.450 339,260.66817 78,024.72893 ABUTMENT A2 12 237+182.000 339,181.88153 77,940.39408 END POINT OF PROJECT 13 237+200.000 339,280.15816 78,045.59141 14 237+286.539 339,339.23492 78,108.82839 15 237+300.000 339,348.43900 78,118.65113 16 237+400.000 339,417.72741 78,190.75317 COORDINATES AND ELEVATION OF BENCH MARKS SYMBOL X-COORDINATE (m) Y-COORDINATE (m) ELEVATION (Z) (m) PP23 339,073.580 77,882.769 253.4 PP22 339,201.828 77,919.824 250.596 PP21 339,300.923 77,916.220 248.248 PP20 339,321.458 18,085.888 253.703 C1 339,186.240 77,973.988 249.997 C2 339,249.920 78,025.941 251.355 LIST OF ELEMENTS OF HORIZONTAL ALIGNMENT POINT X-COORDINATE Y-COORDINATE GRID AZIMUTH ANGLE OF INTERSECTION Parameter RADIUS OF CURVATURE (m) (m) (Degrees) (Degrees) A(m) (m) BP 338,912.7652 77,812.5915 IP-1 339,081.2666 77,832.6938 6-48-11.7 40-08-41.2(R) 150.000 300.000 IP-2 339,450.6574 78,228.0973 46-56-52.9 4-09-16.1(L) -4500.000 100.000 EP 339,615.9978 78,381.1696 42-47-36.8 Note: negative numbers indicate clockwise curve. 3-71
Transcript of open_jicareport.jica.go.jpopen_jicareport.jica.go.jp/pdf/11847720_05.pdf · 1250 2. 0 % 2. 0 % 250...
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
S=1
:100
0
SC
ALE
Dra
win
g N
o.
BA-1
BAS
IC D
ESI
GN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BA
MAK
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OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YC
OO
RD
INAT
ES
OF
DES
IGN
ELE
MEN
TS
BAL
EBR
IDG
E
CO
OR
DIN
ATES
OF
STAT
ION
S
No.
STA
TIO
NS
X-C
OO
RD
INAT
E(m
)Y
-CO
OR
DIN
ATE
(m)
REM
ARKS
123
6+74
8.53
133
8,91
2.76
520
77,8
12.5
9150
223
6+76
0.00
033
8,92
4.15
298
77,8
13.9
5007
323
6+80
0.00
033
8,96
3.84
855
77,8
18.8
7070
423
6+90
0.00
033
9,06
0.00
011
77,8
44.9
3513
523
6+98
1.03
933
9,12
8.48
086
77,8
87.8
0548
623
7+00
0.00
033
9,14
2.69
226
77,9
00.3
5397
723
7+05
0.00
033
9,17
7.75
775
77,9
35.9
8230
STA
RT
PO
INT
OF
PRO
JEC
T8
237+
056.
039
339,
181.
8815
377
,940
.394
08
923
7+06
1.10
033
9,18
5.33
648
77,9
44.0
9234
AB
UTM
EN
T A1
1023
7+10
0.00
033
9,21
1.89
201
77,9
72.5
1792
BR
IDG
E
1123
7+17
1.45
033
9,26
0.66
817
78,0
24.7
2893
AB
UTM
EN
T A2
1223
7+18
2.00
033
9,18
1.88
153
77,9
40.3
9408
EN
D P
OIN
TO
F PR
OJE
CT
1323
7+20
0.00
033
9,28
0.15
816
78,0
45.5
9141
1423
7+28
6.53
933
9,33
9.23
492
78,1
08.8
2839
1523
7+30
0.00
033
9,34
8.43
900
78,1
18.6
5113
1623
7+40
0.00
033
9,41
7.72
741
78,1
90.7
5317
CO
OR
DIN
ATE
S A
ND
ELE
VAT
ION
OF
BEN
CH
MAR
KS
SY
MBO
LX
-CO
OR
DIN
ATE
(m)
Y-C
OO
RD
INAT
E(m
)E
LEV
ATI
ON
(Z)
(m)
PP
2333
9,07
3.58
077
,882
.769
253.
4
PP
2233
9,20
1.82
877
,919
.824
250.
596
PP
2133
9,30
0.92
377
,916
.220
248.
248
PP
2033
9,32
1.45
818
,085
.888
253.
703
C1
339,
186.
240
77,9
73.9
8824
9.99
7
C2
339,
249.
920
78,0
25.9
4125
1.35
5
LIS
T O
F E
LEM
EN
TS O
F H
OR
IZO
NTA
L AL
IGN
MEN
T
PO
INT
X-C
OO
RD
INAT
EY
-CO
OR
DIN
ATE
GR
ID A
ZIM
UTH
AN
GLE
OF
INTE
RS
ECTI
ON
Par
amet
erR
ADIU
S O
FC
UR
VA
TUR
E(m
)(m
)(D
egre
es)
(Deg
rees
)A
(m)
(m)
BP33
8,91
2.76
5277
,812
.591
5
IP-1
339,
081.
2666
77,8
32.6
938
6-48
-11.
740
-08-
41.2
(R)
150.
000
300.
000
IP-2
339,
450.
6574
78,2
28.0
973
46-5
6-52
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09-1
6.1(
L)-4
500.
000
100.
000
EP33
9,61
5.99
7878
,381
.169
642
-47-
36.8
Not
e: n
egat
ive
num
bers
indi
cate
clo
ckw
ise
curv
e.
3-71
GE
NER
AL
VIEW
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
S=1
:500
SC
ALE
Dra
win
g N
o.
L.W
.L 2
41.8
0
H.H
.W.L
250.
76
110150
233
50235
00400
00
A1
P1
P2
P3
A2
10000
7500
3500
125
0
250
2.0%
350
0250
C L
1250
2.0%
2.0%
250
2.0%
250
3500
10000
7500
1250 250
350
0
LC
1500
1250
250
350
03500
125
07500
1250
10000
250
8000
Drain Pipe φ
150
4@2100=8400
800
800
180105
1535
1200
BAL
E BR
IDG
EB
ASIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AKA
R~B
AM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
233
00
BH-4
251.30
250.20
BH-3
BH-2 248.20
BH-1
249.90
1030
50
237+61.10
237+171.45 8000
FM
▽25
5.26
7▽
255.596
SCALE 1:500
ELEVATION
GENERAL VIEW OF BALE BRIDGE
SCALE 1:500
PLAN
SCALE 1:200
PIERS
SCALE 1:200
ABUTMENTS
SCALE 1:100
BRIDGE CROSS SECTION
A1
P2
P1
250
FF
FM
FF
L=1
3.0m
8-CCP ?1000
650
0
8-C
CP ?
1000
L=11
.0m
700
0
L=19.0m
3-CCP ?1000
3-C
CP ?
1000
L=1
9.0m
L=1
9.0m
3-CCP ?1000
30
1050
3050
1030
50
10
L=1
3.0m
8-CCP ?1000
10000
1000
3@2666=8000
1000
8000
140049531647
10000
1200
2@3800=7600
1200
L=1
9.0m
3-C
CP ?
1000
LC
L=19.0m
3-CCP ?1000
10000
125
0750
0
3500
250
125
0
350
0250
C LP3
2. 0
%
350
0
7500
10000
125
0
250
105
250
3500
2.0
%2.0%
220
250
125
0
250 2.
0%
BRIDGE CROSS SECTION
SCALE 1:100
10000
2@3
800=
7600
120
0
1500
2767
100
0100
0
100
00
3@2
666=
8000
L=1
1.0m
8-C
CP ?
1000
1400
C LA2
100
00
350
0
750
0
3500
125
0 250
250125
0
8000
37042896
▽255.267
▽253.620
▽248.267
▽255.596
▽247.596
▽25
5.3
37(P
1）
▽25
5.4
07(P
2）
▽25
3.77
8(P2
）
▽25
3.70
8(P1
）
▽25
5.47
6
▽25
2.58
0
▽253.847
255.267
255.596
450
300
391
001000
225
00100
0225
00
22500
350
450
4500
4500
950
950
3@2700=8100
2200
1250
125
0
C LL
C L
▽25
2.70
0
2972
2190
DESIGN CRITERIA
ST
TEL G
IRD
ER
BR
IDG
E
RO
AD
CLA
SS
NA
TIO
NA
L R
OA
D
DEG
ING
SP
EED
V＝
80k
m/h
TY
PE O
F S
UP
ER
STR
UC
TU
RE
SIM
PLE N
ON
-C
OM
PO
SIT
E S
TEEL G
IRD
ER
BR
IDG
E L
EN
GTH
40.0
00m
SP
AN
LEN
GTH
39.9
00m
LIV
E L
OA
DB
PEL 9
1 A
-LIV
E R
OA
D (FREN
CH
)
RO
AD
WA
Y W
IDTH
7.5
00m
SID
EW
ALK W
IDTH
2×
1.2
50m
2%
2%
SEIS
MIC
CO
EFFIC
IEN
Tｋｈ
＝0.0
5
MA
TER
IAL
STT
EL
SS
400、
SM
400,S
M490
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T
ST
REN
GTH
SLA
B C
ON
. σ
ck＝
25N
/m
m2
REIN
FO
RC
EM
EN
Tfy
＝29
5N/m
m2 (S
D295A
)Y
IELD
STRESS
DES
ING
STA
ND
AR
DSP
EC
IFIC
AT
ION
FO
R H
IGW
AY B
RID
GES J
AP
N
ASS
OC
IATIO
N Ⅰ
～Ⅴ
（M
AR
CH
-200
2)
DESIGN CRITERIA
PR
ES
TR
ESS
ED
CO
NC
RET
E G
IRD
ER B
RID
GE
RO
AD
CLA
SS
NA
TIO
NA
L R
OA
D
DEG
ING
SP
EED
V＝
80k
m/h
TY
PE O
F S
UP
ER
STR
UC
TU
RE
3 S
PA
N C
ON
NEC
TIN
G P
C-C
OM
PO
SIT
E G
IRD
ER
BR
IDG
E L
EN
GTH
70.1
50m
SP
AN
LEN
GTH
3×
23.5
00m
LIV
E L
OA
D
RO
AD
WA
Y W
IDTH
7.5
00m
SID
EW
ALK W
IDTH
2×
1.2
50m
SEIS
MIC
CO
EFFIC
IEN
Tｋｈ
＝0.0
5
GIR
DER
CO
N.
σck
＝36N
/m
m2
MA
TER
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SLA
B C
ON
.
σck
＝30N
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CR
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BEA
M C
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σck
＝24N
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WIR
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OR
PC
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0N/m
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REIN
FO
RC
EM
EN
Tfy
＝29
5N/m
m2 (S
D295A
)Y
IELD
STRESS
DES
ING
STA
ND
AR
DSP
EC
IFIC
AT
ION
FO
R H
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AP
N
ASS
OC
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N Ⅰ
～Ⅴ
（M
AR
CH
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2)
2070
Con
cret
e Pa
ve. t
=30m
m(mi
n)Conposite Deck Slab t=180mm
Conc
rete
Pav
e. t
=30m
m(mi
n)Con
posi
te D
eck
Slab
t=2
20mm
500
VP 200
φ100
Communication Pipe
Communication Pipe
200
VP φ100
1629
2896
1629
CR
OS
S S
LO
PE
SCALE 1:30
DETAILS
CR
OS
S S
LO
PE
2%
2%
510
660
1200
200230420150200
225
225
150
210
150
500
250
22500
233
50
BEGINING POINT
237+54.60
OF PROJECT
237+61.10
252
350
165
00
237+45.00
251
450
225
00
300
233
00237+120.00
225
00
235
00
1000
249
248
244
243
100
0
242
243
245
237+150.00
OF PROJECT
237+171.45
END POINT
391
00
400
00
241242243
241
241
245
450
135
50
250
251
252
237+185.00
237+178.45
OF PROJECT
END POINT
165
00
237+45
OF PROJECT
BEGINING POINT
135
50
237+185
255.383 247.91 +100
255.308
255.337
255.251
255.267
255.233
255.218
255.084
255.027
255.009
FINISHED
255.159
SUPER
ELEVATION
HEIGHT
HEIGHT
GROUND
STATION
CURVATURE
+981.039
+975
253.17
253.02
Nor
mal
Crow
n 3.
0%
NO.237252.48
+25251.73
+54.60
+61.10+61.300
+56.039
+50
+45
EC
A1
250.83
250.85
250.87
250.80
+84.650
+75
P1250.36
249.47
240.00
VERTICAL
ALIGNMENT
DL=230.00
260.00
250.00
255.756
255.681
255.753
255.636
255.606
255.596
255.532
255.457
255.407
255.476
Normal Crown 2.0%
+108.150P2
+125
247.00
242.20
+131.450P3
+150
243.55
241.15
+171.45
+178.45
Nor
mal
Crow
n 3
.0%
252.05 +185
+171.450A2
+175
250.93
251.20
+200252.87
+224.118+225253.39
253.39
BA-2
LIV
E L
OA
D T
YP
E-B
(JA
PA
N)
BP
EL 9
1 A
-LIV
E R
OA
D (FREN
CH
)
LIV
E L
OA
D T
YP
E-B
(JA
PA
N)
3-72
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
BAS
IC D
ESI
GN
STU
DY
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
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RU
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ON
OF
DA
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MAK
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OU
TH C
OR
RID
OR
BAL
E BR
IDG
ETI
TLE
: S
CA
LE
S=1
:150
Dra
win
g N
o.
CL10000
800210021001250 250 3500
10000
9502700135035002501250
P1
P2
P3
110150
5070100
50399
0050
233
0023500
233
0039950
300
22500
500
500
22500
500
500
22500
300
400
391
00400
3050
8@80
00=6
4000
3050
2950
5950
300
7450
7600
7450
300400300
745
07600
745
0300
400
300
7450
760
0745
0300
50400
485
06@4900=29400
4850
400
892
5735
07350
7350
8925
1000
150
150
300150
150
300
150
150
300
150
150
300
150
150
300
150
150
300
150
1000
150
150
100
01000
150
150100
0100
0150
A1
A2
P1
P2
P3
A1
STRUCTURE DRAWING OF SUPERSTURUCTURE
STR
UC
TUR
E D
RA
WIN
G O
F SU
PER
STU
RU
CTU
RE
A2
110150
50399
0050
70100
50
233
0023500
233
0039950
300
22500
500
500
22500
500
500
22500
300
400
400
391
00
1502400
26@2500=65000
2400 15
0200225
014
@250
0=3
5000
225
0200
1200
100
435900
2200100435
900
300
7450
7600
7450
300
400
300
745
07600
745
0300
400300
7450
760
0745
0300
50400
8525
7350
7350
735
0852
5400
100
0150
150300150
150
300
150
150
300
150
150
300
150
150
300
150
150
300
150
150100
01000
150
150
100
01000
150
100
0150
330
330
330
330
MIDDLE
END
SCALE 1:60
BRIDGE CROSS SECTION
STANDARD
SCALE 1:30
SCALE 1:150
DETAILS
PLAN
SCALE 1:150
ELEVATION
t=180mm
Con
posi
te D
eck
Slab
Con
cret
e Pa
ve.
t=30
mm(m
in)
2.0%
2. 0
%C L
100
00
1250
750
01250
250
350
03500
250
800
4@2
100=
8400
800
1200100435
900
30250
180105
30250
900
100435 1200
4@2
100=
8400
800
800
3500
750
0
10000
2. 0
%
Con
posi
te D
eck
Slab
350
0
Con
cret
e Pa
ve.
t=30
mm(m
in)
250
1250 900
250 30
t=180mm
2.0%
180105
C L
250
1250
30250
900
112
ANCHOR BOLT D28
900
100
00
125
0750
0125
0
3500
350
0250
250 30
2.0%
Con
cret
e Pa
ve.
t=30
mm(m
in)
Con
posi
te D
eck
Slab
LC
105 220
2.0
%
30250
900
250
t=
220m
m
BRIDGE CROSS SECTION
SCALE 1:60
525 80 2200 330
950
3@2
700=
8100
950
2200
MIDDLE
END
STANDARD
STD.D
RAIN
150A(SGP)
510
660
1200
200230420150200
225
225
150
150
125
0
1230
20
250
980
2.0%
30250
□100x100x3.2
□90x90x3.2(2.50m ctc)
□50x50x3.2(0.15m ctc)
□75x75x3.2
SCALE 1:20
DETAILS
3@8
000=2
4000
7000
STD.DRAIN
150
A(SG
P)STD
.DRA
IN150A(SGP)
STD.DRAIN
150
A(SG
P)STD
.DRA
IN150
A(SG
P)
VP
?100
VP
?100
250900
200600100
200
VP ?100
VP ?100
VP ?100
VP
?100
VP
?100
50
?18
0
750
500
Lower Lateral
Intermediate Sway Bracing
Main Girder
End
Swa
y Br
acin
g
Spl
ice
Plat
e
1S1
9.3
600
1600
160
0600
0.300%
0.3
00%
BA
-3
3-73
MARKING DIAGRAM
G1
J-1
J-2
J-3
J-4
400
39100
400
8925
7350
7350
7350
8925
4850
6@4900=29400
4850
G2
G3
G4
3@2700=8100
3@2700=8100
P3
MA2
F
90ﾟ0'0"
90ﾟ0'0"
SW-1
SW-2
SW-3
SW-4
CR-5
SW-6
SW-7
SW-8
SW-9
1-FLG PL 620X25X8925(SM490A)
1-FLG PL 620X31X7350(SM490B)
1-FLG PL 620X31X7350(SM490B)
620
90゚
0'0"
2-FILL PL 610X6X382(SS400)
60-HTB M22X100(F10T)
2-SPL PL 280X14X765(SM490A)
1-SPL PL 610X13X765(SM490A)
5@75
=375
855@75
=375
72-HTB M22X105(F10T)
2-SPL PL 280X18X915(SM490A)
1-SPL PL 610X16X915(SM490A)
8-PL 90X9X300
7-PL 90X9X300
7-PL 90X9X300
88
8
78
8
2200
1-WEB PL 2200X17X8925(SM490A)
1-WEB PL 2200X17X7350(SM490A)
1-WEB PL 2200X17X7350(SM490A)
2-PL 280X22X2200
1-PL 130X12X2165
1-PL 130X12X2200
1-PL 130X12X2165
1-PL 130X12X2200
1-PL 130X12X2165
1-PL 130X12X2200
1-PL 130X12X2165
1-PL 130X12X2200
84
8
※
48
※
48
※
48
※
GIRDER LENGTH 39900
400
SPAN LENGTH 39100
MEMBER LENGTH 8925
MEMBER LENGTH 7350
MEMBER LENGTH 7350
2@2425=4850
2@2450=4900
2@2450=4900
2@2450=4900
10020@100=2000100
2-SPL PL 2080X9X765(SM490A)
210-HTB M22X75(F10T)
J-1
4@75
=300
85 4@75
=300
10020@100=2000100
2-SPL PL 2080X9X765(SM490A)
210-HTB M22X75(F10T)
J-2
600
9-RB 16φX600(SS400)
7-RB 16φX600(SS400)
7-RB 16φX600(SS400)
7
230
1-FLG PL 620X19X8925(SM490A)
1-FLG PL 620X31X7350(SM490B)
1-FLG PL 620X31X7350(SM490B)
1-FILL PL 610X12X457(SS400)
48-HTB M22X100(F10T)
2-SPL PL 280X14X915(SM490A)
1-SPL PL 610X12X915(SM490A)
7@75
=525
85
7@75
=525
72-HTB M22X115(F10T)
2-SPL PL 280X22X1215(SM490A)
1-SPL PL 610X19X1215(SM490A)
1-SOLE PL 270X22X450 ----- P3 SIDE
(1-SOLE PL 270X22X340 ----- A2 SIDE)
SOLE PLATE SCALE 1:10
SW-2
SW-3
SW-4
CR-5
40 100100 130
10010040
40 100 100 40100130100
40 100 100 40100130100
100
450
100
SW-8
SW-7
SW-6
2@2450=4900
2@2450=4900
2@2450=4900
2@2450=4900
2@2450=4900
2@2450=4900
1225
1225
1225
1225
CC L
1112.5
1112.5
1212.5
1212.5
1225
1225
4@1225=4900
4@1225=4900
4@75
=300
85 4@75
=300
840
645
645
5@75
=375
855@75
=375
6@1000=6000
840
40100
100130
10010040
992
720
720
955
4@1000=4000
4@1000=4000
993
4@75
=300
85 4@75
=300
620
450
270 450
40
370
40
270
112φ
340
40
260
40
270
BRIDGE AXIS RIGHT-ANGLED DIRECTION
DIRECTION OF BRIDGE AXIS
DIRECTION OF BRIDGE AXIS
22
22
7-PL 100X9X120
7-PL 100X9X120
7-PL 100X9X120
642
642
RANGE OF F.P.
583
583
(340)
600 (340)
40 40190
40 40190
567
658
567
658
BRIDGE AXIS RIGHT-ANGLED DIRECTION
4-27φ
NOTE 1
ALL MATERIALS NOT SPECIALLY WRITTEN ARE ASSUME TO BE SM400A .
SCALLAP NOT DESCRIBED IS SPECIALLY ASSUMED TO BE ALL 35R .
THE MATERIAL OF THE DISPLAY USES EQUIVALENT GOODS .
2 3 4HIGH TENSILE BOLT M22(F10T)IS SHOWN BY MARK " " .
5THE PART OF "※" IS NOT WELDED .
REFTER TO "COMMONS DETEILS OF MAINGIRDER" FOR DETEILS OF MAIN GIRDER .
6
4-27φ
A2
P3
112φ
SW-1
SW-9
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
RC
ON
STR
UC
TIO
N O
FO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EB
ASI
C D
ES
IGN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INEE
RS
INTE
RN
ATIO
NAL
Dra
win
g N
o.
DE
TAIL
S O
F S
TEE
L M
AIN
GIR
DER
G1,
G4
BAL
E BR
IDG
ETI
TLE
:
S=1
:30
SC
ALE
DETAILS OF STEEL MAIN GIRDER G1,G4
SCALE 1:30
BA-
4
3-74
MARKING DIAGRAM
G1
J-1
J-2
J-3
J-4
400
39100
400
8925
7350
7350
7350
8925
4850
6@4900=29400
4850
G2
G3
G4
3@2700=8100
3@2700=8100
P3
MA2
F
90ﾟ0'0"
90ﾟ0'0"
SW-1
SW-2
SW-3
SW-4
CR-5
SW-6
SW-7
SW-8
SW-9
1-FLG PL 620X25X8925(SM490A)
1-FLG PL 620X31X7350(SM490B)
1-FLG PL 620X31X7350(SM490B)
620
90゚
0'0"
2-FILL PL 610X6X382(SS400)
60-HTB M22X100(F10T)
2-SPL PL 280X14X765(SM490A)
1-SPL PL 610X13X765(SM490A)
5@75
=375
855@75
=375
72-HTB M22X105(F10T)
2-SPL PL 280X18X915(SM490A)
1-SPL PL 610X16X915(SM490A)
15-PL 100X9X120
14-PL 100X9X120
16-PL 100X9X120
88
8
78
8
2200
1-WEB PL 2200X17X8925(SM490A)
1-WEB PL 2200X17X7350(SM490A)
1-WEB PL 2200X17X7350(SM490A)
2-PL 280X22X2200
1-PL 130X12X2165
2-PL 130X12X2200
1-PL 130X12X2165
2-PL 130X12X2200
1-PL 130X12X2165
2-PL 130X12X2200
1-PL 130X12X2165
2-PL 130X12X2200
84
8
※
4
8
※
4
8
※
4
8
※
GIRDER LENGTH 39900
400
SPAN LENGTH 39100
MEMBER LENGTH 8925
MEMBER LENGTH 7350
MEMBER LENGTH 7350
2@2425=4850
2@2450=4900
2@2450=4900
2@2450=4900
4@75
=300
85 4@75
=300
10020@100=2000100
2-SPL PL 2080X9X765(SM490A)
210-HTB M22X75(F10T)
J-1
2-SPL PL 2080X9X765(SM490A)
210-HTB M22X75(F10T)
J-2
600
9-RB 16φX600(SS400)
7-RB 16φX600(SS400)
7-RB 16φX600(SS400)
230
1-FLG PL 620X19X8925(SM490A)
1-FLG PL 620X31X7350(SM490B)
1-FLG PL 620X31X7350(SM490B)
5@75
=375
855@75
=375
1-FILL PL 610X12X457(SS400)
48-HTB M22X100(F10T)
2-SPL PL 280X14X915(SM490A)
1-SPL PL 610X12X915(SM490A)
7@75
=525
85
7@75
=525
72-HTB M22X115(F10T)
2-SPL PL 280X22X1215(SM490A)
1-SPL PL 610X19X1215(SM490A)
SW-1
SW-2
SW-3
SW-4
CR-5
4010010013010010040
4010010013010010040
4010010013010010040
4@75
=300
4@75
=300
85
SW-9
SW-8
SW-7
SW-6
100 20@100=2000 100
1225
1225
1225
1225
C LC L
200
1125
1125
200
4@75
=300
85 4@75
=300
40100
100130
10010040
840
6@1000=6000
840
645
645
993
4@1000=4000
992
720
720
955
4@1000=4000
642
583
583
600
620
567
658
658
1112.5
1112.5
1212.5
1212.5
642
1125
1125
1225
567
1075
1075
300
300
15012
1808 22010
NOTE 1
ALL MATERIALS NOT SPECIALLY WRITTEN ARE ASSUME TO BE SM400A .
SCALLAP NOT DESCRIBED IS SPECIALLY ASSUMED TO BE ALL 35R .
THE MATERIAL OF THE DISPLAY USES EQUIVALENT GOODS .
2 3 4HIGH TENSILE BOLT M22(F10T)IS SHOWN BY MARK " " .
5THE PART OF "※" IS NOT WELDED .
REFTER TO "COMMONS DETEILS OF MAINGIRDER" FOR DETEILS OF MAIN GIRDER .
6REFTER TO "LOWER LATERAL" FOR "A" PART . NOTE THE DIFFERENCE BY G2 AND G3 .
7
1025
200
1-SOLE PL 270X22X450 ----- P3 SIDE
(1-SOLE PL 270X22X340 ----- A2 SIDE)
SOLE PLATE SCALE 1:10
450
40
370
40
270
112φ
340
40
260
40
270
BRIDGE AXIS RIGHT-ANGLED DIRECTION
DIRECTION OF BRIDGE AXIS
DIRECTION OF BRIDGE AXIS
22
22
40 40190
40 40190
BRIDGE AXIS RIGHT-ANGLED DIRECTION
4-27φ
A2
P3
112φ
4-27φ
450
(340)
270
7
100
450
(340)
100
RANGE OF F.P.
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
RC
ON
STR
UC
TIO
N O
FO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EB
ASI
C D
ES
IGN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INEE
RS
INTE
RN
ATIO
NAL
Dra
win
g N
o.
DE
TAIL
S O
F S
TEEL
MA
IN G
IRD
ER G
2,G
3
BAL
E BR
IDG
ETI
TLE
:
S=1
:30
SC
ALE
DETAILS OF STEEL MAIN GIRDER G2,G3
SCALE 1:30
BA-5
3-75
SLAB ANCHOR SCALE 1:10
VERTICAL STIFFENER SCALE 1:20
INTERMEDIATE STIFFENER
COMPRESSION
END STIFFENER
PANEL POINT STIFFENER
COMPRESSION
F.P.
8
CHAGNING DIRECTION OF FLANGE PLATE
2200
SPLICE SCALE 1:20
UPPER FLANGE
200
100
200
50
15゚
45゚
（BENDING IN FIELD）
1-RB 16φX600(SS400)
16φ
300
75759035
20
90
4050
20
30X65
1-PL 90X9X300
4
SCALE 1:10
24.5φ
1-PL 100X9X120
20C
60Φ
10060 60
120
5050
100
TYPE B
35 160
OUTSIDE GIRDER
INSIDE GIRDER
SCALE 1:20
TENSION
TENSION
8
R=35
R=35
4
35
160 160
DHDT
D4D3D2D1
CAMBER
39100
G1
D1
D2
D3
D4
DT
DH
G2
D1
D2
D3
D4
DT
DH
G3
D1
D2
D3
D4
DT
DH
G4
D1
D2
D3
D4
DT
DH
0.0
7.4
13.4
17.2
18.5
17.2
13.4
7.4
0.0
0.0
15.5
28.0
36.2
39.0
36.2
28.0
15.5
0.0
0.0
5.2
9.3
11.6
12.3
11.6
9.3
5.2
0.0
0.0
2.8
5.2
6.7
7.3
6.7
5.2
2.8
0.0
0.0
30.9
55.9
71.7
77.1
71.7
55.9
30.9
0.0
0.0
14.5
29.2
43.9
58.6
73.3
88.0
102.7
117.3
0.0
7.3
13.3
17.1
18.5
17.1
13.3
7.3
0.0
0.0
15.4
28.0
36.1
38.8
36.1
28.0
15.4
0.0
0.0
4.1
7.7
10.2
11.2
10.2
7.7
4.1
0.0
0.0
3.1
5.5
7.0
7.5
7.0
5.5
3.1
0.0
0.0
29.9
54.5
70.4
76.0
70.4
54.5
29.9
0.0
0.0
14.5
29.2
43.9
58.6
73.3
88.0
102.7
117.3
0.0
7.3
13.3
17.1
18.5
17.1
13.3
7.3
0.0
0.0
15.4
28.0
36.1
38.8
36.1
28.0
15.4
0.0
0.0
4.1
7.7
10.2
11.2
10.2
7.7
4.1
0.0
0.0
3.1
5.5
7.0
7.5
7.0
5.5
3.1
0.0
0.0
29.9
54.5
70.4
76.0
70.4
54.5
29.9
0.0
0.0
14.5
29.2
43.9
58.6
73.3
88.0
102.7
117.3
0.0
7.4
13.4
17.2
18.5
17.2
13.4
7.4
0.0
0.0
15.5
28.0
36.2
39.0
36.2
28.0
15.5
0.0
0.0
5.2
9.3
11.6
12.3
11.6
9.3
5.2
0.0
0.0
2.8
5.2
6.7
7.3
6.7
5.2
2.8
0.0
0.0
30.9
55.9
71.7
77.1
71.7
55.9
30.9
0.0
0.0
14.5
29.2
43.9
58.6
73.3
88.0
102.7
117.3
CAMBER
NOTE D1： DEFLECTION OF STEEL WEIGHT(mm)
D2：
：
：
：
： DEFLECTION OF RC SLAB AND HAUNCH(mm)
DEFLECTION OF WHEEL GUARD AND RAILING(mm)
DEFLECTION OF PAVEMENT(mm)
DEFLECTION OF ALL DEAD LOAD(mm)
DEFLECTION OF LONGITUDINAL SLOPE(mm)
SW-1
SW-3
SW-4
SW-9
SW-2
CR-5
SW-7
SW-8
SW-6
SW-1
SW-9
SW-2
SW-3
SW-4
CR-5
SW-6
SW-7
SW-8
LEVEL
NOTE 1
ALL MATERIALS NOT SPECIALLY WRITTEN ARE ASSUME TO BE SM400A .
SCALLAP NOT DESCRIBED IS SPECIALLY ASSUMED TO BE ALL 35R .
WEB
UPPER FLANGE
WEB
LOWER FLANGE
5 5
LOWER FLANGE
MARKING DIAGRAM
G1
J-1
J-2
J-3
J-4
400
39100
400
4850
6@4900=29400
4850
G2
G3
G4
SW-1
SW-2
SW-3
SW-4
CR-5
SW-6
SW-7
SW-8
SW-9
3@2700=8100
3@2700=8100
P3
M
A2
F
5 5
THE MATERIAL OF THE DISPLAY USES EQUIVALENT GOODS .
2 3 4
4
DETAILS OF SUSPENDER
INSTALLING POSITION OF SUSPENDER
TYPE A
22
TYPE A
HIGH TENSILE BOLT M22(F10T)IS SHOWN BY MARK " " .
TYPE A
2
D3
DT
DH
D4
TYPE A
2TYPE B
WELDING AND
BACK-FILLING 15C
WELDING AND
BACK-FILLING 15C
WELDING AND
BACK-FILLING 15C
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
RC
ON
STR
UC
TIO
N O
FO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EB
ASI
C D
ES
IGN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INEE
RS
INTE
RN
ATIO
NAL
Dra
win
g N
o.B
ALE
BRID
GE
TITL
E :
SC
ALE
CAMBER / COMMON DETAILS OF MAIN GIRDER
BA-6
3-76
2700
2700
2700
G1
G2
G3
G4
98.5
2503
98.5 98.5
2503
98.5 98.5
2503
98.5
1350
1350
1350
1350
1350
1350
2200
2401800160
30016@105=1680220
2401800160
1800
2200
2401800160
30016@105=1680220
6 6
1-PL 110X10X1800
4
1-PL 110X10X1800
1-PL 110X10X1800
MARKING DIAGRAM
G1
J-1
J-2
J-3
J-4
400
39100
400
4850
6@4900=29400
4850
G2
G3
G4
SW-1
SW-2
SW-3
SW-4
CR-5
SW-6
SW-7
SW-8
SW-9
3@2700=8100
3@2700=8100P3
M
A2
F
CR-5
4
3@75
=225 10075 68.568.5 75100 3@75
=225
40150
40
4075150
7540
3@75
=225 10075 68.568.5 75100 3@75
=225
40150
40
4075150
7540
1-FLG PL 230X10X2338
1-SPL PL 480X12X380(SS400)
2-CONN PL 175X12X155
16-HTB M22X65(F10T)
1-FLG PL 230X10X2293
2-SPL PL 480X12X380(SS400)
4-CONN PL 175X12X155
32-HTB M22X65(F10T)
1-FLG PL 230X10X2338
1-SPL PL 480X12X380(SS400)
2-CONN PL 175X12X155
16-HTB M22X65(F10T)
1-WEB PL 1800X12X2583
34-HTB M22X65(F10T)
1-WEB PL 1800X12X2583
34-HTB M22X65(F10T)
1-WEB PL 1800X12X2583
34-HTB M22X65(F10T)
4
40150
40
1-FLG PL 230X10X2383
1-GUSS PL 455X10X400
8-HTB M22X60(F10T)
1-FLG PL 230X10X2383
3@75
=225
3@75
=225
40150
401-FLG PL 230X10X2383
1-GUSS PL 455X10X400
8-HTB M22X60(F10T)
3@75
=225
2-GUSS PL 455X10X400
158.5
2338
20 183.5183.5 20
2293
20 183.5183.5 20
158.5
2338
158.5
2383
158.5 158.5
2383
158.5 158.5
2383
35R
8723063
4015040
3@75
=225
100
7568.5
480
20 17
380
40751507540
DETAIL"a" SCALE 1:10
15
20
20R
20
60
40
”a”
15
20
20R
”b”
DETAIL"b" SCALE 1:10
DETAIL"c" SCALE 1:10
DETAIL"d" SCALE 1:10
15570155
1212
175
7540
7560
40
”c”
”d”
160 240
16-HTB M22X60(F10T)
20R
15
20
DIRECTION OF CONSTRUCTION
3@75
=225
198.5198.5
198.5198.5
4020
60
2040
60
230 155
4035
3540 40
75
4
A
14
A-A
1:1
A
1800
158.5
WELDING AND
BACK-FILLING 15C
NOTE 1
ALL MATERIALS NOT SPECIALLY WRITTEN ARE ASSUME TO BE SM400A .
SCALLAP NOT DESCRIBED IS SPECIALLY ASSUMED TO BE ALL 35R .
THE MATERIAL OF THE DISPLAY USES EQUIVALENT GOODS .
2 3 4HIGH TENSILE BOLT M22(F10T)IS SHOWN BY MARK " " .
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
RC
ON
STR
UC
TIO
N O
FO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EB
ASI
C D
ES
IGN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INEE
RS
INTE
RN
ATIO
NAL
Dra
win
g N
o.
CR
OS
S B
EAM
FO
R L
OAD
DIS
TRIB
UTI
ON
BAL
E BR
IDG
ETI
TLE
:
S=1
:20
SC
ALE
CROSS BEAM FOR LOAD DISTRIBUTION
SCALE 1:20
BA-
7
3-77
1-CH 300X90X9X13X2083(SS400)
3-RB 16φX600(SS400)
2700
G1
G2
248.5
1101.5
1101.5
248.5
308.5
308.5
220
1630
111
1961
111
1630
220
1961
6030
7
6
6
2200
2901623287
29060
2200
2901623287
29060
4-HTB M22X75(F10T)
1-GUSS PL 305X9X300
4-HTB M22X75(F10T)
1-GUSS PL 305X9X300
1-GUSS PL 485X9X450
1-GUSS PL 480X9X335
5-HTB M22X75(F10T)
1-GUSS PL 480X9X335
5-HTB M22X75(F10T)
1-L 130X130X12X1630(SS400)
1-L 130X130X12X1630(SS400)
1-L 90X90X10X2083(SS400)
200
100
200
50
45゚
SLAB ANCHOR SCALE 1:10
（BENDING IN FIELD）
1-RB 16φX600(SS400)
MARKING DIAGRAM
G1
J-1
J-2
J-3
J-4
400
39100
400
4850
6@4900=29400
4850
G2
G3
G4
SW-3
SW-4
CR-5
SW-6
SW-7
3@2700=8100
3@2700=8100
MF
1-L 90X90X10X2383
2700
G1
G2
98.5
1251.5
1251.5
98.5
158.5
158.5
180
1860
111
2151
111
1860
180
2151
6030
3060
6
2200
2901750160
2907575160
2200
2901750160
2907575160
4-HTB M22X65(F10T)
1-GUSS PL 365X9X270
4-HTB M22X65(F10T)
1-GUSS PL 365X9X270
1-GUSS PL 230X9X250
3-HTB M22X65(F10T)
1-GUSS PL 230X9X250
3-HTB M22X65(F10T)
1-L 90X90X10X1860(SS400)
1-L 90X90X10X1860(SS400)
1-L 90X90X10X2383(SS400)
1-GUSS PL 295X9X360
3@75=225
3@75=225
DIRECTION OF CONSTRUCTION
SW-1
SW-2
SW-8
SW-9
(QUANTITY：18)
DETAIL"a" SCALE 1:10
(QUANTITY：
6)
6565
45 45
1225 4@100=400
4@100=400
1225
13153@95=285
3@95=285
1315
66
"a"
20
20
10
20R
INTERMEDIATE SWAY BRACING SW-2,3,4,6,7,8
END SWAY BRACING SW-1,9
A2
P3
750
600
750
600
16φ
WELDING AND
BACK-FILLING 15C
WELDING AND
BACK-FILLING 15C
289
301
289
301
213
213
213
213
NOTE 1
ALL MATERIALS NOT SPECIALLY WRITTEN ARE ASSUME TO BE SM400A .
SCALLAP NOT DESCRIBED IS SPECIALLY ASSUMED TO BE ALL 35R .
THE MATERIAL OF THE DISPLAY USES EQUIVALENT GOODS .
2 3 4HIGH TENSILE BOLT M22(F10T)IS SHOWN BY MARK " " .
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
RC
ON
STR
UC
TIO
N O
FO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EB
ASI
C D
ES
IGN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INEE
RS
INTE
RN
ATIO
NAL
Dra
win
g N
o.
SWAY
BR
ACIN
G
BAL
E BR
IDG
ETI
TLE
:
S=1
:20
SC
ALE
SWAY BRACING
SCALE 1:20
BA-8
3-78
R=25
92
SCALLOP SCALE 1:10
END SUPPORT
R=20
82
INTERMEDIATE SPOSITION
MARKING DIAGRAM
G1
J-1
J-2
J-3
J-4
400
39100
400
4850
6@4900=29400
4850
G2
G3
G4
SW-1
SW-2
SW-3
SW-4
CR-5
SW-6
SW-7
SW-8
SW-9
3@2700=8100
3@2700=8100
DIRECTION OF CONSTRUCTION
4850
4900
4900
4900
4850
4900
4900
4900
2700 2700 2700
2700 2700 2700
3629
180 75
75
2965
75 75184
3629
1847575
2875
757527
0
1-L 130X130X12X3345(SS400)
1-L 130X130X12X3255(SS400)
3646
180 75
75
2985
75 75181
3646
1817575
2895
757527
0
1-L 130X130X12X3365(SS400)
1-L 130X130X12X3275(SS400)
3646
180 75
75
2985
75 75181
3646
1817575
2895
757527
0
1-L 130X130X12X3365(SS400)
1-L 130X130X12X3275(SS400)
3646
180 75
75
2985
75 75181
3646
1817575
2835
7575
330
1-L 130X130X12X3365(SS400)
1-L 130X130X12X3215(SS400)
3629
2700
1-L 130X130X12X3285(SS400)
1-L 130X130X12X2380(SS400)
3629
1807575
2965
757518
4
3629
184 75
75
2875
75 75
270
1-L 130X130X12X3345(SS400)
1-L 130X130X12X3255(SS400)
3646
1807575
2985
757518
1
3646
181 75
75
2895
75 75
270
1-L 130X130X12X3365(SS400)
1-L 130X130X12X3275(SS400)
3646
1807575
2985
757518
1
3646
181 75
75
2895
75 75
270
1-L 130X130X12X3365(SS400)
1-L 130X130X12X3275(SS400)
3646
1807575
2985
757518
1
3646
181 75
75
2835
75 75
330
1-L 130X130X12X3365(SS400)
1-L 130X130X12X3215(SS400)
1-GUSS PL 455X9X500
3-HTB M22X65(F10T)
2-HTB M22X60(F10T)
1-GUSS PL 385X9X655
6-HTB M22X65(F10T)
3-HTB M22X60(F10T)
1-GUSS PL 385X9X655
6-HTB M22X65(F10T)
3-HTB M22X60(F10T)
1-GUSS PL 385X9X655
6-HTB M22X65(F10T)
3-HTB M22X60(F10T)
1-GUSS PL 420X9X795
※6-HTB M22X65(F10T)
1-GUSS PL
455X9X400
2-HTB M22
X60(F10T)
1-GUSS PL
455X9X500
3-HTB M22
X65(F10T)
2-HTB M22
X60(F10T)
1-GUSS PL
315X9X595
6-HTB M22
X65(F10T)
1-GUSS PL
385X9X400
3-HTB M22
X65(F10T)
6-HTB M22X65(F10T)
6-HTB M22X65(F10T)
1-GUSS PL 310X9X595
6-HTB M22X65(F10T)
1-GUSS PL
455X9X400
2-HTB M22
X60(F10T)
1-GUSS PL
455X9X400
2-HTB M22
X60(F10T)
1-GUSS PL
385X9X540
6-HTB M22
X65(F10T)
1-GUSS PL
315X9X595
6-HTB M22
X65(F10T)
1-GUSS PL 310X9X595
6-HTB M22X65(F10T)
1-GUSS PL 310X9X595
6-HTB M22X65(F10T)
1-GUSS PL 310X9X595
6-HTB M22X65(F10T)
1-GUSS PL 455X9X500
3-HTB M22X65(F10T)
2-HTB M22X60(F10T)
1-GUSS PL 385X9X655
6-HTB M22X65(F10T)
3-HTB M22X60(F10T)
1-GUSS PL 385X9X655
6-HTB M22X65(F10T)
3-HTB M22X60(F10T)
1-GUSS PL 385X9X655
6-HTB M22X65(F10T)
3-HTB M22X60(F10T)
6
75348.5
7575198.5
7575198.5
7575198.5
9595198.5
348.575 75348.5 348.575 75348.5 348.575
198.57575
198.57575
198.57575
198.595
95
SW-1
SW-2
SW-3
SW-4
CR-5
201.5 198.5
244
180
1-GUSS PL 310X9X595
1-GUSS PL 310X9X595
65 65
50
40
▽THE UPPER
SURFACE OF GASSET
230
POSITION OF GASSET SCALE 1:10
40 50
SW-9
6-HTB M22X60(F10T)
G1
G2
G3
G4
40
40
150
2905
7575
75 75
7575
20007575
13013
0
1212
P3
M
A2
F
CC L
SW-8
SW-7
SW-6
NOTE 1
ALL MATERIALS NOT SPECIALLY WRITTEN ARE ASSUME TO BE SM400A .
SCALLAP NOT DESCRIBED IS SPECIALLY ASSUMED TO BE ALL 35R .
THE MATERIAL OF THE DISPLAY USES EQUIVALENT GOODS .
2 3 4HIGH TENSILE BOLT M22(F10T)IS SHOWN BY MARK " " .
5MATERIALS WHICH MARKED ※ ARE GUSSET OF CROSS BEAM
AND WERE TOTALLED BY SMALL SIZE MATERIAL SPILNTER .
330
3646
75 75
2835
3646
330
7575
2835
1-GUSS PL 420X9X795
※6-HTB M22X65(F10T)
6-HTB M22X60(F10T)
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
RC
ON
STR
UC
TIO
N O
FO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EB
ASI
C D
ES
IGN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INEE
RS
INTE
RN
ATIO
NAL
Dra
win
g N
o.
LOW
ER
LAT
ERAL
BAL
E BR
IDG
ETI
TLE
:
S=1
:20,
1:30
SC
ALE
LOWER LATERAL
SCALE 1:20,1:30
BA
-9
3-79
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
BAL
E BR
IDG
ETI
TLE
:
S=1
:10
SC
ALE
Dra
win
g N
o.
SHUT-UP RUBBER BEARING PLATE SHOE ( FIX.)
BA-1
0
3-80
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
BAL
E BR
IDG
ETI
TLE
:
S=1
:10
SC
ALE
Dra
win
g N
o.
SHUT-UP RUBBER BEARING PLATE SHOE ( MOV.)
BA-1
1
3-81
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
TITL
E :
DE
TAIL
S O
F R
AIL
ING
AN
D D
RAI
NAG
E
BAL
E BR
IDG
E
S=1
:10
SC
ALE
Dra
win
g N
o.
□10
0x10
0x3.
2□
90x90x3.2
□50
x50x3
.2
□75
x75x
3.2
P3A1
70100
150
240
02400
150
16@150=2400
125
15@
150=
2250
125
250
025@
2500
=625
00
16@150=2400
50399
00
200
2250
13@
2500
=325
002500
225
0200
15@
150=
225
0125
15@150=2250
125
15@
150=
2250
A2
900
12575600100
250 50
□75x75x3.2
□100x100x3.2
□50
x50x
3.2
□90x90x3.2
900 250 50
12575600100
DETAILS OF RAILING AND DRAINAGE
ELEVATION
SCALE 1:30
SCALE 1:10
DETAILS
SECTION
SCALE 1:10
1 - 1
2 - 2
□90x90x3.2
□75x75x3.2
□100x
100x
3.2
□50x50x3.2
L-5
0x50
x5
BN M6
BT
M6
BT
M6
BN M6
L-50x50x5
900 250 50
100 600 75 125
100
90 75 ?180
100
3 - 3
50
BT M4
775
75600100
75
□75x75x3.2
□100x100x3.2
BT M4
1 1
2 2
BN
M6
L-5
0x50
x5
BT M6
1200
100 600 75 125 250 50
END PL
100x3x100
L-5
0x50
x5
BT M6
L-50x50x5
BT M6
BN M6
33
50
50
□50
x50x
3.2
BT
M4
90 5
90 5L-5
0x50
x5
BN
M6
BT
M6
□100
x100x
3.2
□90x90x3.2
□75x75x3.2
□50
x50x
3.2
150
3(200) ?1
80?18
0
DRAINAGE
SECTION
PLAN
4 - □
100x100x3.2x148
4 - □
100x100x3.2x198
4 - □
100x100x3.2x2395
4 - □
100x100x3.2x2245
80 - □100x100x3.2x2495
4 - □75x75x3.2x2300
55
5
4 - □75x75x3.2x2150
80 - □75x75x3.2x2400
92 - □90x90x3.2x1050
1396 - □50x50x3.2x600
5584 - BT M4
180 - BN M6
368 - BT M6
364 - L-50x50x5x50
8 - END PL 100x3x100
Con
cret
e Pa
ve.
SCALE 1:20
150
A(SG
P)STD
. DR
AIN
EXP
ANSI
ON
BOLT
ANC
HORE
D O
N 13
mm?
x 15
0mm
STE
EL P
LATE
(PI
PE SU
PPOR
T)3mm
x 5
0mm
WEL
D AR
OUND
PIP
E10
x 10
SQU
ARE
BAR
SGP
A 15
0
734
R=454
2.0%
250
980
2042165.2
200
500
900
435 100 1200
150
575
VP
?100
2.0%
Conc
ret
e Pa
ve.
250
980
20
42165.2
900
200
VP ?100
500
525 80 2200
425
150
SGP
A 15
0 STD. DRAIN
150A
(SGP
)
10
x 10
SQU
ARE
BAR
WELD AROUND PIPE
STEEL PLATE (PIPE SUPPORT)
ANCHORED ON 13mm? x 150mm
EXPANSION BOLT
3mm x 100mm
(A1～P3)
(P3～A2)
SECTION
BA-
12
3-82
112.5
11 @ 150 = 1650
1800
1800
245.5
600
275
125
37.5
70
50
275125
245.5
66
109
80
2023
80
100
70
13
200
202366
109200
200 100
60
200 109
13 83 13
6040
100
70 100
1980
1980
250
2 @ 1800 = 3600
110150
0.3 %
125075001250
10000
M
A1
50
F
P1F
A2F
50
MARKING DIAGRAM
MATERIAL of EXPANSION JOINT
250
RUBBER JOINT for CARRIAGEWAY
UPSTAND UNIT for CARRIAGEWAY
CONCRETE
Through Bar for CARRIAGEWAY
Sealing
７４ ５３１ ２No.
Material
ＳＤ３４５
ＳＳ４００
ＳＳ４００
Material Grade
ＫＭＳⅡ－３５
ＣＫ
ｍ０．５０
ｋｇｍ３
Unit
ｍ Set
４９．９２
０．４９
σ
２．００
７．５６
Quantity
＝２４Ｎ／ｍｍ
２
Remarks
1250
3750
3750
1250
2.0%
2.0%
2.0%
Through Bar
D16×Ｌ
Rubber Cover
Waterstop
Sealing Tape
Waterstop
（σck=２
４Ｎ/ｍｍ2）
Concrete Anchor Bar
(SD345)
10000
20 30
30
20
RUBBER JOINT For CARRIAGEWAY 7560
RUBBER JOINT
for FOOTWAY
1230
RUBBER JOINT
for FOOTWAY
1230
RUBBER JOINT for FOOTWAY
ＳＳ４００
ｍ２．４６
６Through Bar for CARRIAGEWAY
ＳＤ３４５
ｋｇ
１４．３５
ＫＭＳⅡ－３５
P2
FF
FM
P3
８Anchor Bar
ＳＤ３４５
ｋｇ
７２．５４
（１ｓｅｔ／１０ｍ）
Weld in Side Anchor Bar
Ｓilicon
Sealing
Upstand Unit
Sealing
Upstand Unit
2.0%
70075
39925
50
(SD
345)
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
Dra
win
g N
o.
DE
TAIL
S O
F E
XP
ANSI
ON
JO
INT
BAL
E BR
IDG
ETI
TLE
:
S=1
:30
SC
ALE
DETAILS OF EXPANSION JOINT
SCALE 1:30
BA-
13
3-83
BAS
IC D
ESI
GN
STU
DY
CO
NST
RU
CTI
ON
OF
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
TITL
E :
TITL
E :
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
SC
ALE
S=1
:100
BAL
E BR
IDG
ED
raw
ing
No.
STR
UC
TUR
E D
RA
WIN
G O
F A1
ABU
TMEN
T
STRUCTURE DRAWING OF A1 ABUTMENT
SCALE 1:100
C L
LON
GITU
DINA
L
TRA
NSVE
RSE
SCALE 1:20
DETAILS
10000
250
1000
7500
1000
250
350
0250
350
0250
250
250
105
100 200
1400
3
100
1000
100
0 100
10000
3@2
666=
800
0
1000
1000
1400
100 200
▽255
.467 4
4
255.267
▽Con
cret
e P
ave.
253
.620
▽
248
.667
▽ ▽247
.267
3
5 5
180
0150
01200
100
450
0100
100
0250
01000
8000
1400105
1400
100 200
500
500 21
21
▽255.267
▽253
.620
247
.267
▽▽248
.667
1 - 1
2 - 2
3 - 3
8-CC
P ?1
000
L=13
.000
m
10000
25001000 1000
1200 500 6000
4500
500
1800
6000
130
01300
500
500
500
500
7500
700020
C L
4 - 4
2.0
%2.0%
2.0
%2.0
%
255.265
▽
PLI
NTH
CONC
RETE
▽253
.620
500
20
255
.267
▽
500
7000
DETAILS
SCALE 1:30
1647
Concrete Pave.
20 300800
400400
253.620
ELASTOMERIC BEARING PAD
560×
360×62
▽
PLINTH CONCRETE
SUPAIRU D12×
2200
A
ANCHOR CAP
□100×20
RD
PACK
ING
B - B
A
760
5050
5050
112
5062
760
5050
50
50
560
50 50 5050
62 501535
350
250 60
0650
1400
1400
2500
4500
10010
00
100
1000
180
0
5 - 5
125
4@2
100=
840
0800
800
8-C
CP ?
1000
L=
13.0
00m
4953
8200
4953 1400
1847
1847
8200
250
3500
250
350
0
250
1000
7500
1000
250
100
00
3@2666=8000
100
00
250
8200
248.667
4953
▽
1400
200100
1400
▽
100
247.267
100
0
▽
1847
▽
1000
253.620
2.0%
Con
cret
e Pa
ve.
255.467
2.0%
250
255
.265
2.0%
▽
105
LC
8200
4953
100 8-CCP ?1000 L=13.000m
200100
1400
1000
1847
1000
2.0
%
150
0 650
350
7000
400 400
7999
105 6494
820
300
500
1542 4953
560
560
360
1200
130
0800
1300
800
130
0800
1300
120
0
650
600
350250
2@2000=40001875
1252@2000=40001875
1542 4953 1400
8000
200
600500 150
7500
500600
150
1200
1000
650 350
1500
8400
800
800
800
800
1200
130
0800
1300
120
0
120
01500
200
1542
8000
4953
100
1400105
255.267
▽
253
.620
▽
248
.667
247
.267
▽ ▽
1:1.5
▽255.467
2001000
255
.049
▽
255
.249
▽□
75×
75×
3.2（
STK400)
800
1000
7981
2800 2781
4200
500
6500
600
0
125
2@2000=4000
1875
3.55
%
210
0
1500
350
650
PLI
NTH
CONC
RETE
300
700
50 280 92 258
□100×
20
RD
PACK
ING
B
2050
B
A - A
ANCHOR BOLT
50A
×33
0
▽253.620
50A
×33
0ANCHOR CAP
SUP
AIRU
D12
×22
00
SCALE 1:30
700
2589228020
50
ANC
HOR
BOLT
D28
350
600
500
1050
105
0
90°0'0"
LONGITUDINAL
ANC
HOR
CAP
50A×33
0
39.6
2 3.8 FIL
LER
ANCHOR BOLT D28
Mov
ANCHOR CAP
2 28
32.
8
28
72.
4
3.8
18.
4
3.8
16
3.8
18.4 16
SCALE 1 : 2
50030020400400
1000
650
500
300
BA-
14
3-84
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
BAS
IC D
ESI
GN
STU
DY
STR
UC
TUR
E D
RA
WIN
G O
F A2
ABU
TMEN
T
BAL
E BR
IDG
ETI
TLE
: TI
TLE
:
S=1
:100
SC
ALE
Dra
win
g N
o.
STRUCTURE DRAWING OF A2 ABUTMENT
1 - 1
SCALE 1:100
2 - 2
3 - 3
DETAILS
SCALE 1:20
▽255.596
Con
cret
e P
ave.
LC
105
250
2.0%
2.0
%2.0
%
250
2.0
%
252
.700
▽
4
250
1000
10000
1000
250
350
0250
250
7500
350
0
8-C
CP ?
1000
L=
11.0
00m
8200
1400
8000
1400370427913@2
700=
810
0950
950
8200
1400
100
00
1000
250
2.0
%
8001
8200
250
105
250
350
0
7500
250
250
350
0
1000
6800 1400
6496 1400
2.0%
250
▽255.796
C L
2.0%
Con
cret
e Pa
ve.
2.0%
255
.598
▽
8200
8-CCP ?1000 L=11.000m
6800 1400
5
4
35
255
.796
▽
247
.596
▽▽248
.996
248.996
▽ ▽247.596
400
500600
150
500
600
150
8000
100
0
1500
300500
1400
100
8-CCP ?1000 L=11.000m
100
200
100
450
0
1000
100
02500
1400
1200
180
01500
105
7000
500
500
200
100
4500
100
100
4 - 4
5 - 5
1400
2500
180
0 1000
1400 1400
1000
1200
1500
252.700
400
800 50030020
400
▽
DETAILS
20
500
Con
cret
e Pa
ve.
7000
▽255.596
SCALE 1:30
8002
105 6497
▽252.700
248.996
▽ ▽247.596
255
.598
▽
450
550
400 400
821
4500
1800
6000 500
1200
1000
1500
250350
350250
600
650
600
650
2500
6000
125
1000
500 1200
1000
125
500
500
7000
500
20
500
10000
450 550
▽252
.700
248
.996
▽ ▽247
.596
255
.796
▽
500
□ 75
×75
×3.
2（STK
400)
▽255
.596
255
.417
▽
255
.617
▽
1500
450
550
LON
GITU
DINA
L
TRAN
SVER
SE
1:1.5
700
0
650
0
125
217
52@
2100=
4200
800
1000 24883133
8021
470
0
2001000 8000
105
7500
2@2100=4200 2175
2@2100=4200 2175
90°0'0"
50030020
400
1000
3@2
666=
800
0100
0
100
10000
100
1000
3@2
666=
800
0100
03@2666=8000
100
00
100
0
100
100
1000
3096 3704
37043096
2791 3704
37042791
540
115 310 115
440
440
310
540
115
115
200 50 40
Φ142
115
310
115
90 460
550 100
540
50
440
50
ANC
HOR
BOL
T Φ42
MOR
TAR
100 200
100 200
BA-1
5
3-85
SCALE 1:30
DETAILS
P1
P2
ANCHOR BOLT
S=1
:100
SC
ALE
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
BAS
IC D
ESI
GN
STU
DY
3-CCP ?1000
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
BAL
E BR
IDG
ETI
TLE
: TI
TLE
:
100
00
1500
Dra
win
g N
o.
SCALE 1:30
A - A
PLI
NTH
CONC
RETE
LC
3 4
3 4
100
00
2 2
3-CCP ?1000
SCALE 1:100
STRUCTURE DRAWING OF P1,P2 PILE BENT PIER
180
0
▽PH
400
400
1000 LC
PH1
▽
1500
▽PH2
▽PH1
1 - 1
2 - 2 1 1
100
00
PLI
NTH
CONC
RETE
3 - 3
1800
400 4001000
10000
1800
900 900
C L
4 - 4
PH
PH1
PH2
L
19000
MARK
PIER
P1
P2
255
.337
253.708
252.208
255
.407
253.
778
252
.278
1900
0
LCPH
▽
PH1
▽
TO
A2 A
BUTM
ENT
TO
A1 A
BUTM
ENT
C L
180
0
100
0400
400
250
300
700 250
300
SCALE 1:20
DETAILS
560
×31
0×44
ELA
STOM
ERIC
BEAR
ING
PAD
PH1
▽
PLINTH CONCRETE
A
ANC
HOR
CAP
RD PACKING
ANC
HOR
BOLT
D28
□100×
20
32A×
300
SUP
AIRU
D12
×22
00
B - B
A
H
H
760
LONGITUDINAL
5050
5050
560
50
50
560
50
TRA
NSVE
RSE
94
44
5050
5050
760
510
50 50310
2100
L
4@2
100=
8400
800
800
4@2
100=
8400
800
800
2@3
800=
7600
1200
120
0
2@3800=7600
120
0120
0
1629
▽PH2
500
105
01050
600
300
400
PLI
NTH
CONC
RETE
□100×20
RD PACKINGPH1
▽
32A
×33
0
SUPAIRU D12×
2200
ANCHOR CAP
ANCHOR BOLT D28
276
300
700
B
400
300
300
400
207450 280
600
B
200
200
500
105
01050
50
700
280 2074
276
90°0'0"
90°0'0"
C L
SCALE 1 : 2
ANCHOR CAP
Fix
L1(PIER) L2(PILE)
1000
L
L1(PIER) L2(PILE)
1000
L1L2
400
0
700
0
15000
12000
DIMENSION LIST
28
3.8
542.
7
3.5
FIL
LER
ANCHOR CAP
32A×
330
ANC
HOR
BOLT
D28
3.5
3.85
BA-
16
3-86
115
115
325
400
ANCHOR BOLT Φ
30
115
115
540
310
440
310 115
540
115
TRA
NSVE
RSE
100
130
440
LONGITUDINAL
MORTAR
SCALE 1:20
5050
440
540
75
200 50 40
DETAILS
STRUCTURE DRAWING OF P3 PILE BENT PIER
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
9000
9000
19000
19000
5003@2
700=
8100
100
00
2 3 - 3
4@2
100=
8400
100
00
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
800
700
300
450550
10001000
2000
950
90°0'0"
105
01050
TO A1 ABUTMENT
900
1800
800
PLI
NTH
CONC
RETE
BAS
IC D
ESI
GN
STU
DY
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
900
550300150
1000
950
C L
TO A2 ABUTMENT
LC
2@3800=7600
10000
120
0120
0
LC
4 - 4
1
3@2
700=
8100
1 - 1
2
4@2
100=
8400
2@3
800=
7600
100
00
100
00
950
800
120
0
252.580
251.080
253.847
1267
2767
1500
▽▽ ▽
43
700
300
550
450100
01000
950
200
0
800
10000
1200
3-CCP ?1000 1000
4
C L
3
10000
200
0
1000
3-C
CP ?
1000
2767
1500
251.080
▽
1267
253.847
252.580
▽ ▽
2 - 2 1 LC
▽255
.476
SUPAIRU D12×
2200
105
01050
ELA
STOM
ERIC
BEAR
ING
PAD
500
50
700
2074
276280
560×
310×
44
253
.84
7▽
PLI
NTH
CONC
RETE
ANC
HOR
CAP
ANCHOR BOLT D28
BAL
E BR
IDG
E
A TITL
E :
TITL
E :
RD
PACK
ING
□100×20
32A
×30
0
650
1000
300
210
0
B□100×20
PLINTH CONCRETE
700
280
700
50
RD PACKING
▽253.847
276
300
2074
B
1000
450
550
B - B
A
252.580
▽SUP
AIRU
D12
×22
00
ANCHOR BOLT D28
32A
×30
0ANCHOR CAP
SC
ALE
S=1
:100
Dra
win
g N
o.
SCALE 1 : 2
ANCHOR CAP
Fix
2897
1628
A - A
ANCHOR BOLT C
TO A1 ABUTMENT
253
.847
▽
TO A2 ABUTMENT
L
SCALE 1:30
▽252.580
550
1000
2000
255
.476
SCALE 1:30
1000
300
700
450
C L
▽
DETAILSSCALE 1:100
50
505050
760
560
LON
GITU
DINA
L
31050
510
50 5050
SCALE 1:20 50
50
44
94
5050
560
760
50
TRANSVERSE
DETAILS
90°0'0"
310 28
3.85
42.
7
3.5
FILLER
ANC
HOR
CAP
32A
×33
0
ANCHOR BOLT D28
3.5
3.8
5
BA-
17
3-87
EA
RTH
SE
CTI
ON
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BA-
18B
ASI
C D
ES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YS
=1:3
0TY
PIC
AL
CR
OS
S S
ECTI
ON
OF
RO
AD
BAL
E BR
IDG
E
3-88
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BA-
19B
ASI
C D
ES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YC
RO
SS S
EC
TIO
NS
OF
RO
AD (1
)
BAL
E BR
IDG
E
S=1
:100
3-89
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BA-
20B
ASI
C D
ES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YC
RO
SS S
EC
TIO
NS
OF
RO
AD (2
)
BAL
E BR
IDG
E
S=1
:100
3-90
2
1 1
2
1-1
SEC
TIO
NS
=1:2
52-
2 S
EC
TIO
NS
=1:2
5
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
As
Men
tione
d
SC
ALE
Dra
win
g N
o.
BA-
21B
ASI
C D
ES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YD
ETA
IL O
F BA
NK
PRO
TEC
TIO
N
BAL
E BR
IDG
E
3-91
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BA-
22B
ASI
C D
ES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YA
s M
entio
ned
DET
AIL
OF
DIT
CH
BAL
E BR
IDG
E
3-92
KA
TAH
IRA
& E
NG
INE
ER
S IN
TER
NAT
ION
AL
TITL
E :
As
Sho
wn
SC
ALE
Dra
win
g N
o.
BA-
23B
ASIC
DES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AKA
R~B
AM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YD
ETAI
LS O
F R
UN
OFF
CO
NC
RET
E C
UM
AN
D G
UID
EPO
ST
BAL
E BR
IDG
E
3-93
