16 · PDF fileall reinforcing steel shall be of ... for closely spaced bars lapping may be ......
15
STANDARDIZATION OF BRIDGE DESIGNS RC DECK GIRDER BRIDGE : ZORIG-DPM JV. CONSULTANT : APRIL, 2011 DATE : 14 SHEETS NOS. OF SHEET SPAN CARRIAGEWAY 16 m 7.00 m
Transcript of 16 · PDF fileall reinforcing steel shall be of ... for closely spaced bars lapping may be ......
STA
ND
AR
DIZA
TION
OF BR
IDG
E DESIG
NS
RC
DEC
K G
IRD
ER B
RID
GE
: ZOR
IG-D
PM JV.
CO
NS
ULTAN
T
: AP
RIL, 2011
DATE
: 14 SH
EETSN
OS
. OF SH
EETS
PAN
CA
RR
IAG
EWAY
16m
7.00m
REB
AR C
OD
ES &
SH
APE
DETAILS
STD
-02
STD
-07
STD
-06
STD
-05
STD
-04
7 6 5 4 3
S16-C
7-01D
RA
WIN
G LIST
2
CO
VER
PAG
E1
DR
AW
ING
NU
MB
ER
DE
SC
RIP
TION
SL
GE
NE
RA
L NO
TES
FOR
RC
C C
ON
STRU
CTIO
N
DETAILS
OF BR
IDG
E B
EAR
ING
RAILIN
G D
ETAILS
BR
IDG
E DE
CK
EN
D JO
INTS
DR
AW
ING
LIST
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SD
RA
WIN
G LIS
TS
16-C7-01
NTS
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
8
STD
-03D
ECK D
RAIN
AG
E D
ETAIL
S16-C
7-08
S16-C
7-12
S16-C
7-11
S16-C
7-10
PLA
N, S
ECTIO
N A
ND
ELE
VATIO
N O
F DEC
K
REIN
FOR
CE
ME
NT D
ETAILS O
F CR
OS
S GIR
DER
AN
D K
ERB BEAM
RE
INFO
RC
EM
EN
T DE
TAILS O
F MAIN
GIR
DER
MIS
CE
LLANEO
US
DETAILS
S16-C
7-09R
EIN
FOR
CE
ME
NT D
ETAILS O
F DEC
K SLAB
S16-C
7-13R
EB
AR
SC
HED
ULE
14 13 12 11 10 9
S16-C
7-14R
EB
AR
SC
HED
ULE
15
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SG
EN
ER
AL N
OTE
S FO
RR
CC
CO
NS
TRU
CTIO
NS
TD-02
NTS
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
C.R
EINFO
RC
EMEN
T1.
ALL R
EIN
FOR
CIN
G S
TEE
L SH
ALL B
E OF H
IGH
YIELD STR
ENG
THD
EFO
RM
ED
BA
RS
(MIN
fy = 500 MPa) C
ON
FOR
MIN
G TO
IS 17862.
BE
ND
ING
OF R
EIN
FOR
CE
ME
NT B
AR
S S
HA
LL BE AS PER AR
TICLE 5.10.2
OF A
AS
HTO
/ 2007.3.
LAP
S IN
RE
INFO
RC
EM
EN
T BA
RS
IN TE
NS
ION
ZON
E SHALL BE AVO
IDED
ASFA
R A
S P
OS
SIB
LE. LA
PS
MA
Y B
E P
RO
VID
ED
, IF UN
AVOID
ABLE. HO
WEVER
,IN
SU
CH
CASES:
(A)
NO
T MO
RE
THA
N 50 %
OF R
EIN
FOR
CEM
ENT BAR
S SHALL BE
LAP
PE
D A
T AN
Y O
NE SEC
TION
.
(B)
FOR
CLO
SE
LY S
PA
CE
D B
AR
S LA
PP
ING
MAY BE AVO
IDED
BYP
RO
VID
ING
SU
ITAB
LE TY
PE
OF M
ECH
ANIC
AL ANC
HO
RAG
E(W
ITH P
RIO
R APPR
OVAL).
(C)
SP
LICE
S S
HA
LL BE
STA
GG
ER
ED
AT LEAST 600 mm
.
(D)
ALL S
PLIC
ES
SH
ALL B
E C
LASS B SPLICES.
(E)
MIN
IMU
M LAP
LENG
TH O
F REIN
FOR
CE
ME
NT S
HA
LLC
ON
FOR
M TO
AR
TICLE
5.11.2 AN
D 5.11.5 O
F AASHTO
/ 2007S
PE
CIFIE
D LE
NG
TH O
F THE
LAP SPLICE SH
ALL BE
4.C
LEA
R C
ON
CR
ETE
CO
VE
R TO
RE
INFO
RC
ING
STEEL SHALL BE
MA
INTA
INE
D A
S FO
LLOW
S U
NLE
SS
OTH
ERW
ISE SHO
WN
IN TH
ED
RA
WIN
GS
OR
DIR
EC
TED
BY THE EN
GIN
EER.
A.
REIN
FOR
CE
D C
ON
CR
ETE
STR
UC
TUR
ES(A
RTIC
LE 5.12.3-1 O
F AASHTO
LRFD
/ 2007)
●C
ON
CR
ETE
DEC
K SLAB-TO
P RE
INFO
RC
EMEN
T- 50 m
m-BO
TTOM
REIN
FOR
CE
MEN
T- 25 m
m●
BE
AM
, ALL FAC
ES- 40 m
m
5.S
PE
CIA
LLY M
AD
E C
OV
ER
BLO
CK
S O
F SAME STR
ENG
TH AS
THAT
OF C
ON
CR
ETE
SH
ALL O
NLY BE U
SED.
6.W
ELD
ING
OF R
EIN
FOR
CE
ME
NT B
AR
S SHALL N
OT BE PER
MITTED
,U
NLE
SS
AP
PR
OV
ED
BY
THE EN
GIN
EER.
7.S
UP
PO
RTIN
G C
HA
IRS
OF R
EQ
UIR
ED D
IAMETER
FOR
MAIN
RE
INFO
RC
EM
EN
T SH
ALL B
E P
RO
VID
ED AT SU
ITABLE INTER
VALSA
S P
ER
DIR
EC
TION
OF TH
E ENG
INEER
.
8.FU
LL CO
VE
R S
HA
LL BE
MA
INTAIN
ED AT G
RO
OVES AN
DO
THER
WISE
ARC
HITEC
TUR
AL FIN
ISHES
TO TH
E CO
NC
RE
TES
UR
FAC
ES.
D. W
ATER
WA
TER
TO B
E U
SE
D IN
CO
NC
RE
TING
AND
CU
RIN
G SH
ALL BE POTABLE
WA
TER
TO B
E TE
STE
D A
S PER
AASHTO
T26-79.
E. MA
TERIA
L SPECIFIC
ATIO
NM
ATE
RIA
L SP
EC
IFICA
TION
S A
ND
WO
RK
MAN
SHIP SH
ALL BE IN AC
CO
RD
ANC
EW
ITH TH
E TEC
HN
ICA
L SPEC
IFICATIO
N AS
SPE
LT OU
T IN TH
E CO
NTR
ACT
DO
CU
MEN
T.
F. WO
RK
MA
NSH
IP / DETA
ILING
1.A
LL SH
AR
P E
DG
ES
OF C
ON
CR
ETE SHALL BE C
HAM
FERED
(10mm
x 10mm
). OR
AS
PE
R D
IREC
TED BY TH
E ENG
INEER
2.FO
RM
WO
RK
DE
TAILS
SH
ALL B
E S
UBM
ITTED BY TH
E CO
NTR
ACTO
RFO
R TH
E A
PP
RO
VA
L AN
D S
HA
LL BE
TESTED IN
ACC
OR
DAN
CE W
ITHTH
E S
PE
CIFIC
ATION
.
3.C
ON
STR
UC
TION
JOIN
T : THE
LOC
ATION
S AND
PRO
VISION
OF
CO
NS
TRU
CTIO
N JO
INTS
SH
ALL BE APPRO
VED BY TH
EE
NG
INE
ER
-IN-C
HA
RG
E. TH
E C
ON
CR
ETING
OPER
ATION
SHALL
BE C
AR
RIE
D C
ON
TINU
OU
SLY
UP TO
THE
CO
NSTR
UC
TION
JOIN
T.
B. C
ON
CR
ETE;
UN
LES
S O
THE
RW
ISE
SP
EC
IFICA
LLY M
EN
TION
ED IN
THE D
RAW
ING
OR
DIR
ECTED
BY
THE
EN
GIN
EE
R, C
ON
CR
ETE
GR
AD
E S
HA
LL BE AS PER R
ELATED SEC
TION
OF
CO
NTR
ACT D
OC
UM
EN
T PAR
TLY RE
PRO
DU
CED
BELO
W:
AP
PLIC
ATIO
N LO
CATIO
N S
PE
CIFIE
D C
OM
PR
ES
SIVE STR
ENG
TH IN
CU
BE (28 D
AYS) IN M
PaR
EINFO
RC
ED
CO
NC
RE
TE (R
CC
)G
IRD
ER
, CR
OS
S G
IRD
ER, R
AILING
,K
ER
B, D
EC
K S
LAB
, etc.M
30
ALL O
THE
R R
CC
WO
RKS
M25
PC
C FO
R LE
VE
LING
/BLIND
ING
CO
NC
RETE
AN
D C
ON
CR
ETE BLO
CKS
M10
***U
NLE
SS
OTH
ER
WIS
E M
EN
TION
ED
IN TH
E SPECIFIC
ATION
, THE TR
IALM
IX D
ES
IGN
STR
EN
GTH
SH
ALL BE 33.0 MPa.
A.G
ENER
AL
1.TH
E N
OTE
S IN
THIS
DR
AW
ING
SH
ALL B
E READ
IN C
ON
JUN
CTIO
N W
ITH ALL
RE
LEV
AN
T DR
AW
ING
S P
ER
TAININ
G TO
THE BR
IDG
E.
2.U
NLE
SS
OTH
ER
WIS
E S
PE
CIFIE
D, A
LL DIM
EN
SION
S ARE IN
MILLIM
ETER (m
m)
AN
D A
LL LEV
ELS
AR
E IN
m. D
IME
NS
ION
S A
RE
NO
T TO BE SC
ALED AN
D O
NLY
WR
ITTEN
DIM
EN
SIO
NS
AR
E TO BE FO
LLOW
ED.
3.TH
E C
ON
TRA
CTO
R S
HA
LL VE
RIFY
ALL C
HAIN
AGES, R
EDU
CED
LEVELS,C
OO
RD
INA
TES
AN
D D
IME
NS
ION
S B
EFO
RE STAR
T OF TH
E WO
RK. IN
CASE
OF A
NY
DIS
CR
EP
AN
CY
, THE
MA
TTER
SH
ALL BE BRO
UG
HT TO
THE N
OTIC
EO
F THE
EN
GIN
EER.
4.B
RID
GE
S/C
ULV
ER
TS A
RE
DE
SIG
NE
D A
S P
ER
AASHTO
LRFD
BRID
GE D
ESIGN
SP
EC
IFICA
TION
2007
●V
EH
ICU
LAR
LIVE
LOA
D : IR
C 6 : 2000 STAN
DAR
D LO
AD
G. SU
PERVISIO
N1.
THE
CO
NS
TRU
CTIO
N W
OR
K M
UST BE SU
PERVISED
BY AC
OM
PE
TEN
T SU
PE
RV
ISION
ENG
INEER
.
GEN
ERA
L NO
TES FOR
RC
C C
ON
STRU
CTIO
N
123
7.00
5.503.50
SNC
AR
RIA
GE
WID
TH (m
)LO
AD
CA
PAC
ITY
SIN
GLE
LAN
E C
LAS
S 70 R
(WH
EELED) O
R D
OU
BLELA
NE
CLA
SS
A W
HIC
HE
VER IS C
RITIC
AL.
DO
UB
LE LA
NE
CLASS A
SIN
GLE
LAN
E C
LASS A
NO
. OF
LAN
E
221
●S
UP
ER
STR
UC
TUR
E - S
ING
LE S
PA
N SIM
PLE SUPPO
RTED
RC
C G
IRD
ER
10300
12412
16732
201144
221384
251787
282241
18926
322927
BA
R D
IA,m
mLA
P SPLICE,m
m
H. A
BB
REVIA
TION
S
B-B
OTTO
MB
F-B
OTH
FAC
ES
BP
-BE
AR
ING
PA
D
CL /℄
-CE
NTE
R LIN
EC
H-C
HA
INA
GE
EF
-EA
CH
FAC
E / E
AR
TH FA
CE
EG
L-E
XIS
TING
GR
OU
ND
LEV
EL
EQ
-EQ
UA
L
FDN
-FOU
ND
ATIO
NFR
L-FIN
ISH
ED
RO
AD
LEV
EL
HFL
-HIG
H FLO
OD
LEV
EL
H / h
-HE
IGH
T
KB
-KE
RB
BE
AM
/ ED
GE
BE
AM
KP
A-K
ILO P
AS
CA
L
L /L-LE
NG
THLB
L-LO
WE
ST B
ED
LEV
EL
LV-LE
NG
TH V
AR
IES
M-M
ETER
MM
-MILLIM
ETERM
PA
/ MPA
-ME
GA
PASC
AL
NF
-NE
AR FAC
E
PC
C-PLAIN
CE
ME
NT C
ON
CR
ETE
RC
C-R
EIN
FOR
CED
CEM
ENT C
ON
CR
ETER
INF
-RE
INFO
RC
EMEN
TR
L-R
ED
UC
ED
LEVEL
SF-S
UP
ER
ELEVATIO
N
T-TO
PTH
K / TH
-THIC
K
V-V
AR
IES
/ VAR
IABLE
W-W
IDTH
X-C
RO
SSX
G-C
RO
SS G
IRD
ER
1
GIR
DE
R
1.5 % X
-SLO
PE
DR
AIN
SP
OU
T
RA
ILING
CR
OS
SG
IRD
ER
DETA
IL 1S
CA
LE 1 : 40
SE
E D
ETA
IL B
11
DETA
IL 'A'
SC
ALE
1:5
KE
RB
BE
AM
8-8mm
ØB
OLTS
3 NO
S. M
.S. FLA
T BA
R(5X
25) IN E
QU
AL S
PA
CE
RA
IL PO
ST
SLOPE
SLO
PE
SLO
PE
SLO
PE
SLOPESLOPE
SLOPESLOPESLOPE
RA
ILING
20X20X
6 MS
AN
GLE
FRA
ME
SLOPESLOPESLOPESLOPE
100mm
Ø S
TEE
L PIP
E
5X25 FLA
T BA
RW
ELD
ED
WITH
MS
AN
GLE
20X25X
6M
S A
NG
LE
8mm
ØG
I BO
LT
130X130X
6M
S P
LATE
WE
LDE
DW
ITH P
IPE
DETA
IL 'C'
WE
LD TY
PE
KER
B BEAM
3-5X25 M
S FLAT BAR
IN EQ
UA
L SPACE
100mm
Ø PV
C B
END
100mm
Ø PVC
DR
AIN
PIPE
SO
FFIT OF D
ECK
DETA
IL 'B'
SC
ALE
1:10
SEE DETA
IL 'C'
1.5 % CROSS SLOPE
℄ O
F BR
IDG
E
DR
AIN
SP
OU
TK
ER
B B
EA
MR
AILIN
G
SEE DETA
IL 'A'
DEC
K PLA
N(S
HO
WIN
G D
EC
K D
RA
INAG
E AND
RAILIN
G)
SC
ALE
1 : 100
1.5 % CROSS SLOPE
NO
TES
A. G
ENER
AL
1.A
LL DIM
EN
SIO
NS
AR
E IN
MILLIM
ETE
R U
NLE
SS
OTH
ER
WIS
E M
EN
TION
ED
2.D
O N
OT S
CA
LE TH
IS D
RA
WIN
G. U
SE
GIV
EN
DIM
EN
SIO
NS
ON
LY D
UR
ING
CO
NS
TRU
CTIO
NO
F THE
WO
RK
, THE
CO
NTR
AC
TOR
MU
ST
CH
EC
K TH
ED
IME
NS
ION
S, LE
VE
LSA
ND
ME
AS
UR
EM
EN
T. DIS
CR
EP
AN
CIE
S IF A
NY
TOB
E R
EP
OR
TED
TO TH
E E
NG
INE
ER
BE
FOR
EE
XE
CU
TION
2.D
RA
INA
GE
AS
SE
MB
LE M
AY
BE
MM
AN
UFA
CTU
RE
DA
T SITE
OR
PU
RC
HA
SE
D FR
OM
AP
PR
OV
ED
MA
NU
FAC
TUR
ER
AS
PE
R D
IRE
CTIO
N O
FE
NG
INE
ER
.
B. M
ATER
IAL
1.STE
EL
:IS
226 / IS 808
GR
AD
E500
SH
EE
T CO
NTEN
TS :R
EVIS
ION
DA
TED
RA
WIN
G N
O.
SC
ALE:
FIR
ST ISSU
E
NAM
E & SIGN
ATUR
E
DR
AW
N:
DE
SIG
N:
APP
RO
VE
D B
Y :
(as Sheet A
3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM
JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZATIO
N O
FB
RID
GE D
ESIG
NS
DEC
K DR
AINA
GE
DE
TAILS
TD-03
AS SH
OW
N
S. H
OSS
AINS
. SIDD
IQU
E
16m S
PA
N R
CC
GIR
DER
(7.00m C
AR
RIAG
EWAY)
APR
IL, 2011
RAIL (GI PIPE)
RAIL POST
2.5 % CROSS SLOPESPOUTDRAIN
DECKSECTION 1-1SCALE 1:25
RAILING(75 Ï GI PIPE)
RAIL POST(150 X 150)
F
F
ELEVATION OF RAILINGSCALE 1:25
BHUTANESE ARCHITECTURE(RAIL POST HEAD)
F
F F
F
1
1
120
120
2
2
REINFORCEMENT DETAIL OF RAILINGSCALE 1:25
01
03
04
02
2525
25
25
2525
25
01
03
04
02
01
03
04
02 33
2.5 % CROSS SLOPESPOUTDRAIN
DECK
2X2=4-01-T16
7-02-T10-150-STIRRUP
2X2=4-03-T122-04-T10
SECTION 2-2SCALE 1:25
150x150RCC POST
RAILING(75 Ï GI PIPE)
15 CHAMFERPLAN OF RAILINGSCALE 1:25
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
DRAWN: DESIGN:
APPROVED BY :
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
ZORIG-DPM JV.P.O. Box No. 797
Room No. 09Thimphu Central Building.
Thimphu, Bhutan
STANDARDIZATION OFBRIDGE DESIGNS
RAILING DETAILS STD-04AS SHOWN
S. HOSSAIN S. SIDDIQUE
16m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
APRIL, 2011
NOTES
A. GENERAL
B. MATERIAL
C. COVERING
TYPE OF REBAR DIA OF REBAR
SPACINGBAR MARK
BAR MARK
20 - 05 - T 20 - 150 - EF
LOCATION /REMARKS
NOS.OF BAR
ǒ SEE TABLE 2 IN DWG. NO. - 12 FOR RAILING CONCRETE SCHEDULE
L
W
h
TRA
NS
VE
RSE AXIS
OF B
RID
GE
LON
G A
XIS O
FB
RID
GE
ELASTO
MER
IC B
EAR
ING
SE
E D
ETAIL 'A'
STE
EL PLATE
ELA
STOM
ER
DETA
IL 'A'
(TYP
ICA
L)
BE
AR
ING
AS PER GRADE
BA
CK
WALL
OF B
EAR
ING
CL
DEC
K END
JOIN
T
GIR
DER
DE
CK
TOP
XX
TRA
FFICD
IRE
CTIO
N
PLAN
OF B
EAR
ING
(PLA
N O
VE
R ABU
TMEN
T)
BE
AR
ING
SE
AT
BE
AR
ING
PAD
GIR
DER
OU
T LINE
SECTIO
N X-X
PLA
CE
ME
NT O
F BEAR
ING
ABU
TMEN
T WA
LLB
AC
K W
ALL
DR
AIN
BEA
RIN
G C
ON
CR
ETE SEAT
(HO
RIZO
NTAL TO
P)
AD
DITIO
NA
L CO
NC
RETE
TO M
AK
E G
IRD
ERB
OTTO
M H
OR
IZON
TAL
DR
AIN
CR
OS
S G
IRD
ER
OF BEARINGCL
1:10
ABU
TMEN
T WA
LL
ELASTO
MER
IC B
EAR
ING
UN
LES
S O
THE
RW
ISE
ME
NTIO
NE
D IN
THE
TEC
HN
ICA
L SP
EC
IFICA
TION
, THE
PR
OP
ER
TIES
AN
D TE
ST R
EQ
UIR
EM
EN
TS O
F THE
ELA
STO
ME
RIC
BE
AR
ING
SH
ALL B
E A
S FO
LLOW
S :
MA
TERIA
L PRO
PERTIES
:a.
Shear m
odulus of ELA
STO
ME
R shall be in the
range of 0.9~1.0 mP
ab.
Min. yield strength of reinforcing steel shall be,
fy = 240 mP
a.
TESTS ON
ELASTO
MER
IC B
EAR
ING
S
A. Test of Elastom
er
A.1. P
hysical properties
a. Hardness test- A
STM
D 2240
b. Tensile strength test-AS
TM D
412c. U
ltimate E
longation Tes - AS
TM D
412.
A.2. H
eat Resistance :
a. Change in D
urometer hardness
b. Change in tensile strength
c. Change in ultim
ate elongation
A.3. C
ompression S
et :22 hours @
212°F Maxim
um %
- AS
TMD
395 Method B
a.4.S
hear Modulus Test on M
aterials fromB
earing - AS
TM D
4014
B. Test on Lam
inate/Elastomer C
ombination
Vulcanized B
ond Test - AS
TM D
429 Method B
C. G
eometric D
imensions
a.O
verall heightb.
Overall horizontal dim
ensionsc.
Thickness of individual layers of elastomer
d.P
arallelism w
ith opposite facee.
Edge cover of em
bedded laminates,
thickness of top and bottom cover.
D. Short D
uration Com
pression Test Design
Maxim
im Load per B
earing :
[ SE
E D
RA
WIN
G 'M
ISC
ELLA
NE
OU
S D
ETA
ILS' - 12 ]
NO
TES
A. G
ENER
AL
1.A
LLD
IME
NSIO
NS
AR
EIN
MILLIM
ETERU
NLESS
OTH
ER
WIS
E M
ENTIO
NED
.2. D
O N
OT S
CA
LE TH
IS D
RAW
ING
. USE G
IVEND
IME
NS
ION
S ON
LY.3.
DU
RIN
GC
ON
STRU
CTIO
NO
FTH
EW
OR
K,TH
EC
ON
TRAC
TOR
MU
STC
HE
CK
THE
DIM
EN
SIO
NS,
LEV
ELSA
ND
MEA
SUR
EM
EN
T.D
ISC
REP
ANC
IESIF
AN
YTO
BE
REP
OR
TEDTO
THE
EN
GIN
EERB
EFO
RE
EX
ECU
TION
.
ASTM
D573
(70 hours at 212° F)
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SD
ETA
ILS O
FB
RID
GE
BE
AR
ING
STD
-05N
TS
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
100X100X10
AN
GLE 4
PLAN
OF M
S AN
GLE
SC
ALE
1:10
T16 @ 300m
m C
/C.
WE
LDE
D TO
ANG
LE
12mm
Ø PIN
@ 300m
m C
/C.
WELD
ED
TOA
NG
LE
22
4
1
WIN
G W
ALL
WIN
G W
ALL
RU
BB
ER
SEAL
GIR
DER
GIR
DER
KE
RB
BEAM
KE
RB
BEAM
GR
ID
GR
ID1
PLAN
OF D
ECK
END
JOIN
TO
VER A
BU
TMEN
TS
CA
LE=1:40
BA
CK
WALL
CR
OS
S G
IRD
ER
12mm
Ø P
IN W
ELDED
WITH
MS
ANG
LE
MS
AN
GLE
100X100X10
CL O
F BR
IDG
E BEARIN
G
T16 @ 300m
m C
/C.
50mm
WC
OVER
RU
BB
ER
SEAL100X
100X10 M
S ANG
LE
BA
CK
WALL
OF AB
UTM
ENT
DE
CK
SLAB
SECTIO
N 1-1
(DE
CK
EN
D JO
INT O
VER
ABU
TMEN
T)
AP
PR
OA
CH
SLAB
CR
OS
S G
IRD
ER
GIR
DER
DEC
K
DO
WE
L BARC
ON
NE
CTED
ATTH
ES
E PO
INTS
@ 300m
m C
/C.
12mm
Ø PIN
(PLA
CE
D W
ITH EPO
XYB
ON
DIN
G M
ATERIA
L)
SECTIO
N 2-2
T16 @ 300m
m C
/C.
WE
LDE
D TO
ANG
LE
(100X100X10)
MS
AN
GLE
(100X100X10)
MS
AN
GLE
55
30X30m
mH
OLE
33
RU
BBER
30X30m
m H
OLE
SECTIO
N 3-3
SC
ALE
1:5PLA
N O
F RU
BB
ERS
CA
LE 1:5
SECTIO
N4-4
SC
ALE
1:2
5MS
AN
GLE
STE
EL PLATE
30X4 m
m W
ELDED
TO A
NG
LE.
12mm
Ø PIN
WELD
ED
TOA
NG
LE @300m
m C
/C5
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SB
RID
GE
DE
CK
EN
D JO
INTS
STD
-06A
S S
HO
WN
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
NO
TES
A. G
ENER
AL
1.A
LL DIM
EN
SIO
NS
AR
E IN
MILLIM
ETERU
NLE
SS
OTH
ER
WISE M
ENTIO
NED
.
2.D
O N
OT S
CA
LE TH
IS DR
AWIN
G. U
SEG
IVE
N D
IME
NS
ION
S ON
LY.
3.D
UR
ING
CO
NS
TRU
CTIO
N O
F THE W
OR
K,TH
E C
ON
TRAC
TOR
MU
ST CH
EC
K THE
DIM
EN
SIO
NS
, LEV
ELS
AND
MEASU
REM
ENT.
DIS
CR
EP
AN
CIE
S IF A
NY TO
BE REPO
RTED
TO TH
E E
NG
INE
ER
BEFO
RE EXEC
UTIO
N.
B. SU
GG
ESTED IN
STALLA
TION
PRO
CED
UR
E
1.W
ELD TH
E CO
NN
ECTO
R BA
R AN
D TH
E PINS
WITH
THE
AN
GLE
. THE
ASSEMBLY M
AY BEM
AD
E 1200m
m P
IEC
E O
R AS AG
REED
BY THE
EN
GIN
EER.
2.P
LAC
E TH
E A
SS
EM
BLY
IN TH
E GIR
DER
/ DEC
KA
ND
FIX IN
POSITIO
N.
3.C
AST TH
E GIR
DER
AN
D D
ECK.
4.G
EO
ME
TRY
OF TH
E A
BUTM
ENT AS G
IVENIS
TEN
TATIVE.
5.TH
E A
SS
EM
BLY
OF TH
E DEC
K END
JOIN
TM
AY
BE
MA
DE
AT SITE.
SH
APE
CO
DE
SH
PAE
00
a
11
b
Total Length :a
a
Total Length :
r
a
bd
c51
Total Length :2(a+b)+16d
21b
ac
Total Length :a+b+c-r-2d
SHA
PE CO
DE A
S PER ISO
4066 : 2000
LEGEN
D :
r= B
EN
DIN
G R
AD
IUS
AS PER TABLE 4
d= D
IAM
ETE
R O
F BARa/b/c/d = AS SH
OW
N
a+b -½r-d
DE
TAILE
D LE
NG
THH
OO
K LE
NG
THU
NB
EN
D H
OO
K LE
NG
TH
OFFS
ET LE
NG
TH
HOOK EXTENSION
BEND DIAMETER
DE
TAILE
D LE
NG
THU
NB
EN
D H
OO
K LE
NG
TH
BEND DIAMETER
HOOK LENGTH
HOOK EXTEN. 12 BN
ED
Φ + B
AR
Φ
DE
TAILE
D LE
NG
THU
NB
EN
D H
OO
K LE
NG
TH
BEND DIAMETER
12 BE
ND
Φ + B
AR
Φ
OFFS
ET LE
NG
TH
HOOK EXTN.
HO
OK
LEN
GTH
DE
TAILE
D LE
NG
THU
NB
EN
D H
OO
K LE
NG
TH
BE
ND
DIA
ME
TER
12 BE
ND
Φ + B
AR
Φ
HO
OK
EX
TEN
SIO
N
HO
OK
LEN
GTH
OFFSET LENGTH BAR DIA
BAR DIABAR DIA
BAR DIA45° H
OO
K
90° HO
OK
135° HO
OK
180° HO
OK
RE
BA
R H
OO
K S
PE
CIFIC
ATIO
NR
EB
ARD
ESIG
NA
TION
DIA
, mm
AR
EA,
mm
2U
NIT W
T.,kg/m
RE
BA
R TYPE
T1010
790.617
IS : 1786 G
RA
DE Fe 500
T1212
1130.888
T1616
2011.578
T2020
3142.466
T2525
4913.853
T2828
6164.834
T3232
8046.313
IS : 1786 G
RA
DE Fe 500
IS : 1786 G
RA
DE Fe 500
IS : 1786 G
RA
DE Fe 500
IS : 1786 G
RA
DE Fe 500
IS : 1786 G
RA
DE Fe 500
TAB
LE 3 : STAN
DA
RD
RE-B
AR
PRO
PERTIES
(UN
IT WT. 0.00785 kg / m
m² /m
)
IS : 1786 G
RA
DE Fe 500
1(A
RT. 5.10 A
AS
HTO
LRFD
2007)
TIE/S
TIRR
UPS
OTH
ER90
0135
090
0180
0
T1040
6060
75120
65T12
4872
7275
14465
T1664
9696
96192
65T20
-120
240120
24080
T25 -
150300
150300
100T28
-168
168336
112T32
-256
192384
1281 A
LL RE
INFO
RC
EM
EN
T SHALL BE C
OLD
BEND
RE
BAR
DES
IGN
ATIO
N
BE
ND
ING
DIAM
ETER
TIE/S
TIRR
UPS
STA
ND
AR
D H
OO
K EXTEN
SION
, mm
OTH
ER
TAB
LE 4 : STAN
DA
RD
HO
OK
AN
D B
END
REQ
UIR
EMEN
T
NO
TES:
A. G
EN
ER
AL
ALL D
IME
NS
ION
S A
RE
IN M
ILLIMETER
UN
LESSO
THER
WISE
MEN
TION
ED
B. S
HA
PE
CO
DE
& B
AR
SH
AP
ETH
E S
TAN
DAR
D SH
APE C
OD
ES AN
D ITS M
ETH
OD
OF M
EA
SU
RE
ME
NT H
AV
E BEEN
PREPAR
ED AS
PE
R E
UR
OP
EA
N S
TAN
DA
RD
BS
EN ISO
4006 : 2000.
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SR
EB
AR
CO
DE
S&
SH
AP
E D
ETA
ILS
STD
-07A
S S
HO
WN
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
TYP
E O
F REBAR
DIA
OF R
EBAR
SP
AC
ING
LOC
ATIO
N/R
EMAR
KS
BA
R M
ARK
NO
S. O
F BAR
BA
R M
AR
K
20 - 05 - T 20 - 150 - EF
T - HIG
H Y
IELD
DEFO
RM
ED BAR
Y - D
EFOR
ME
D M
S B
ARR
- RO
UN
D M
S BAR
1
GIR
DER
1.5 % X
-SLOPE
50 WE
ARIN
G
200 DE
CK SLAB
CO
UR
SE
DR
AIN
SPO
UT
RA
ILING
CR
OSS
GIR
DER
DETA
IL 1S
CA
LE 1 : 40
DE
TAIL2
DE
TAIL1
7000C
AR
RIA
GE W
AY
7700TO
TAL BR
IDG
E WID
TH
12
43
GIR
DER
CR
OS
S G
IRD
ER
DR
AIN
PIPE
1.5 % X
-SLOPE
℄O
F BR
IDG
E1.5 % X
-SLOPE
SECTIO
N 2-2
SC
ALE
1 : 70
BO
TTOM
LEV
EL IS
NO
T TO BE SLO
PED
CROSS GIRDER (300X1100)
AB
C
1234
AB
C
GIR
DER
CR
OS
S G
IRD
ERC
RO
SS
GIR
DER
(XG)
CR
OS
S G
IRD
ER
DE
CK
SLAB
KE
RB
BE
AM
(KB)50m
m W
EAR
ING
CO
UR
SER
AILIN
G
2
11
RA
ILLING
2
1.5 % X-SLOPE1.5 % X-SLOPE
GIR
DE
R (400X1300)
KE
RB
BE
AM
(350X350)
KE
RB
BE
AM
(350X350)
RA
ILLING
GIR
DE
R (400X1300)
GIR
DE
R (400X1300)
GIR
DE
R (400X1300)
CROSS GIRDER (300X1100)
CROSS GIRDER (300X1100)
DEC
K OU
T LINE
℄ O
F BR
IDG
E DR
AIN
SPO
UT
DEC
K PLA
NS
CA
LE 1 : 100
SECTIO
N 1-1
SC
ALE
1 : 100
DR
AIN
SPO
UT
BR
IDG
E DE
CK
EN
D JO
INT
(SEE STD
-06)
DETA
IL '2'N
TS
SO
FFITO
F DE
CK
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SP
LAN
, SE
CTIO
N A
ND
ELE
VA
TION
OF D
EC
KS
16-C7-08
AS
SH
OW
N
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
00 JAN
, 2011
NO
TES :
A. G
ENER
AL
1.A
LL DIM
EN
SIO
NS
AR
E IN
MILLIM
ETE
R U
NLE
SS
OTH
ER
WIS
EM
EN
TION
ED
.2.
DO
NO
T SC
ALE
THIS
DR
AW
ING
. US
E G
IVE
N D
IME
NS
ION
S O
NLY
.3.
DU
RIN
G C
ON
STR
UC
TION
OF TH
E W
OR
K, TH
E C
ON
TRA
CTO
RM
US
TC
HE
CK
THE
DIM
EN
SIO
NS
, LEV
ELS
AN
D M
EA
SU
RE
ME
NT.
DIS
CR
EP
AN
CIE
S IF A
NY
TO B
E R
EP
OR
TED
TO TH
E E
NG
INE
ER
BE
FOR
E E
XE
CU
TION
B. M
ATER
IAL
4.C
ON
CR
ETE
28 DA
YS
STR
EN
GTH
IN C
UB
E,f'c = 30m
Pa. U
NLE
SS
OTH
ER
WIS
E M
EN
TION
ED
IN TH
E S
PE
CIFIC
ATIO
N, TH
E TR
IAL M
IXD
ES
IGN
STR
EN
GTH
SH
ALL B
E 33.0 M
Pa
5.Y
IELD
STR
EN
GTH
OF S
TEE
L, fy = 500 MP
a (GR
AD
E Fe500, IS
1786)
REFER
ENC
E DR
AW
ING
S1. G
EN
ER
AL N
OTE
S FOR
RC
C C
ON
STR
UC
TION
STD
-022. D
EC
K D
RA
INAG
E DETAIL
STD
-03
AB
1234
1
C
1
67-01-T12-250-BO
TT.66-1a-T12-250-B
OTT.
67-03-T12-250-TOP
66-3b-T16-250- EXT.TOP
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RO
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ME
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UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
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BR
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PM
JV\B
hutan_1.JP
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CA
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RC
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STR
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TYP
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:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
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SR
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ME
NT
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MA
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R(7.00m
CA
RR
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)
APR
IL, 2011
NO
TES
A. G
ENER
AL
1.A
LL DIM
EN
SIO
NS
AR
E IN
MILLIM
ETE
RU
NLE
SS
OTH
ER
WIS
E M
EN
TION
ED
.
2.D
O N
OT S
CA
LE TH
IS D
RA
WIN
G. U
SE
GIV
EN
DIM
EN
SIO
NS
ON
LY.
3.D
UR
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CO
NS
TRU
CTIO
N O
F THE
WO
RK
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ON
TRA
CTO
R M
US
T CH
EC
K TH
ED
IME
NS
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S, LE
VE
LS A
ND
ME
AS
UR
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IF AN
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D TO
THE
EN
GIN
EE
RB
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RE
EX
EC
UTIO
N.
B. M
ATER
IAL
1.C
ON
CR
ETE
28 DA
YS
STR
EN
GTH
IN C
UB
E,
f'c = 30.0 MP
a. [UN
LES
S O
THE
RW
ISE
ME
NTIO
NE
D IN
THE
SP
EC
IFICA
TION
,THE
TRIA
L MIX
DE
SIG
NS
TRE
NG
TH S
HA
LL BE
33.0 mP
a]
2.Y
IELD
STR
EN
GTH
OF S
TEE
L,fy = 500 M
Pa (G
RA
DE
Fe500, IS 1786)
C. C
OVER
ING
a.M
AIN
GIR
DE
R A
LL SID
E= 40m
m
REFER
ENC
E DR
AW
ING
S1. G
EN
ER
AL N
OTE
S FOR
RC
C C
ON
STR
UC
TION
STD
-022. R
EB
AR
CO
DE
S &
SHAPE D
ETAILSS
TD-07
3. PLA
N, S
EC
TION
ELEVATIO
N O
F DEC
KS
16-C7-08
4. RE
BAR
SCH
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S16-C
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1D
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12
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RB
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AM
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MA
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DETA
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EN
TION
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O N
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ND
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AS
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T. DIS
CR
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FOR
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TION
.
B. M
ATER
IAL
1.C
ON
CR
ETE
28 DA
YS
STR
EN
GTH
IN C
UB
E,
f'c = 30.0 MP
a. [UN
LES
S O
THE
RW
ISE
ME
NTIO
NE
DIN
THE
SP
EC
IFICA
TION
,THE
TRIA
L MIX
DE
SIG
NS
TRE
NG
TH S
HA
LL BE
33.0 mP
a]
2.Y
IELD
STR
EN
GTH
OF S
TEE
L, fy = 500 MP
a(G
RA
DE
Fe500, IS 1786)
C. C
OVER
ING
a.A
LL SID
E= 40m
m
D. C
ON
STRU
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KE
EP
CR
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S G
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EV
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DR
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NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
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IGN
ATUR
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DR
AW
N:
DE
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ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SR
EIN
FOR
CEM
ENT
DE
TAILS
OF C
RO
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S16-C
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HO
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S. H
OS
SAINS
. SID
DIQ
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16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
TYP
E O
F REBAR
DIA
OF R
EBAR
SP
AC
ING
BA
R M
ARK
BA
R M
AR
K
20 - 05 - T 20 - 150 - EF
T - HIG
H Y
IELD
DEFO
RM
ED BAR
Y - D
EFOR
ME
D M
S B
ARR
- RO
UN
D M
S BAR
IND
ICATES
BAR
CU
T PO
INT LO
CA
TION
/R
EMAR
KSN
OS.
OF BAR
;REFER
ENC
E DR
AW
ING
S1. G
EN
ER
AL N
OTE
S FOR
RC
C C
ON
STR
UC
TION
STD
-022. R
EB
AR
CO
DE
S &
SHAPE D
ETAILSS
TD-07
3. PLA
N, S
EC
TION
ELEVATIO
N O
F DEC
KS
16-C7-08
4. RE
BAR
SCH
ED
ULE
S16-C
7-13
HIG
H P
OIN
T OF C
AMBER
℄S
EE
DE
TAIL 'A'
CO
NSTR
UC
TION
JOIN
TW
ITH S
HEAR
KEY
TYPICA
L CO
NSTR
UC
TION
JOIN
T IN D
ECK
[LOC
ATIO
N O
F CO
NS
TRU
CTIO
N JO
INT SH
ALL BE DEC
IDED
ASP
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EN
GIN
EE
R'S D
ECISIO
N]
DE
CK
TOP
℄D
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K TO
P
25X30 D
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OLD
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PLIE
D P
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LPHATE
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DETA
IL 'A'
12
43
12
43
SC
AFFO
LDIN
GG
IRD
ER
SE
Q : 1
GIR
DER
CA
STING
CO
NSTR
UC
TION
SEQU
AN
CE
:
SC
AFFO
LDIN
G
SE
Q : 2
CR
OSS G
IRD
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DEC
K C
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G
12
43
SE
Q : 3
KER
B B
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& R
AILIN
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12
43
SE
Q : 4
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RIN
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OU
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ASTIN
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FOR
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SH
UTTER
AR
RAN
GE
MEN
T4
32
1
Y
XZ
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SM
ISC
ELLA
NE
OU
SD
ETA
ILSS
16-C7-12
AS
SH
OW
N
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
TAB
LE 3 :¹
12 Upw
ard camber in m
illimeter
UPW
AR
D C
AM
BER
TO B
EPR
OVID
ED IN
THE G
IRD
ERD
UR
ING
CO
NSTR
UC
TION
Cam
ber Provided Considering
● G
irder Self W
eight.●
Deck W
eight
LENG
THIN
mC
AMBE
R2
IN m
m0
01
32
53
64
85
96
107
118
119
1110
1011
912
813
614
515
316
0
SH
EE
T CO
NTEN
TS :R
EVIS
ION
DA
TED
RA
WIN
G N
O.
SC
ALE:
FIR
ST ISSU
E
NAM
E & SIGN
ATUR
E
DR
AW
N:
DE
SIG
N:
APP
RO
VE
D B
Y :
(as Sheet A
3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM
JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZATIO
N O
FB
RID
GE D
ESIG
NS
RE
BA
R S
CH
EDU
LES
16-C7-13
NTS
S. H
OSS
AINS
. SIDD
IQU
E
16m S
PA
N R
CC
GIR
DER
(7.00m C
AR
RIAG
EWAY)
AP
RIL
, 2011
TYPE O
F REB
ARD
IA O
F RE
BAR
SPA
CIN
GB
AR M
ARK
BA
R M
AR
K
20 - 05 - T 20 - 150 - EF
T - HIG
H YIELD
DE
FOR
MED
BARY
- DEFO
RM
ED
MS
BARR
- RO
UN
D M
S BAR
IND
ICATES
BAR
CU
T PO
INT LO
CATIO
N /
REM
ARKS
NO
S.O
F BAR
NO
TES
A. G
ENER
AL
1. ALL D
IME
NS
ION
S A
RE IN
MILLIM
ETERU
NLE
SS
OTH
ER
WISE M
ENTIO
NED
.
2.DO
NO
T SC
ALE
THIS D
RAW
ING
. USE
GIV
EN
DIM
EN
SIO
NS O
NLY.
3.DU
RIN
G C
ON
STR
UC
TION
OF TH
E WO
RK,
THE
CO
NTR
ACTO
R M
UST C
HE
CK TH
ED
IME
NS
ION
S, LE
VE
LS AN
D M
EASUR
EMEN
T.D
ISC
RE
PA
NC
IES
IF AN
Y TO BE R
EPOR
TEDTO
THE
EN
GIN
EE
R B
EFOR
E EXECU
TION
.
B. M
ATER
IAL
1. CO
NC
RE
TE 28 D
AY
S STR
ENG
TH IN
CU
BE,f'c = 30.0 M
Pa. [U
NLESS O
THER
WISE
MEN
TION
ED IN
THE SP
ECIFIC
ATION
,THE
TRIA
L MIX
DE
SIG
N S
TREN
GTH
SHALL BE
33.0 MPa]
2. YIE
LD S
TRE
NG
TH O
F STEEL, fy = 500 M
Pa(G
RA
DE
Fe 500, IS 1786)
C. C
OVER
ING
DEC
K:
a.TO
P O
F DE
CK
=50m
m b.
BO
TTOM
OF D
ECK
=25m
m c.
SID
E O
F DEC
K=
40mm
KER
B B
EAM
:a.
ALL S
IDE
=40m
m
CR
OSS G
IRD
ER:
a.A
LL SID
E=
40mm
MA
IN G
IRD
ER:
a.A
LL SID
E=
40mm
RA
ILING
:a.
RA
ILING
PO
ST ALL SID
E=
40mm
b.R
AIL A
LL SIDE
=25m
m
;REFER
ENC
E DR
AW
ING
S1. G
EN
ER
AL N
OTE
S FO
R R
CC
CO
NS
TRU
CTIO
NS
TD-02
2. RE
BA
R C
OD
ES
& S
HA
PE
DE
TAILS
STD
-073. R
EIN
F. DE
TAILS
OF D
EC
K S
LAB
S16-C
7-094. R
EIN
F. DE
TAILS
OF C
RO
SS
GIR
DE
R A
ND
KE
RB
BE
AM
S16-C
7-11
SH
EET C
ON
TEN
TS :R
EV
ISION
DATE
DR
AW
ING
NO
.
SC
ALE:
FIR
ST
ISSUE
NA
ME
& S
IGN
ATUR
E
DR
AW
N:
DE
SIGN
:
APPR
OV
ED
BY
:
(as Sheet A3 size)
RO
YAL G
OVE
RN
ME
NT O
F BH
UTA
NM
inistry of Works &
Hum
an settlement
Departm
ent of Roads, B
ridge Division
Thimphu, B
hutan
ZOR
IG-D
PM JV.
P.O
. Box N
o. 797R
oom N
o. 09Thim
phu Central B
uilding.Thim
phu, Bhutan
STA
ND
AR
DIZA
TION
OF
BR
IDG
E D
ES
IGN
SR
EB
AR
SC
HE
DU
LES
16-C7-14
NTS
S. H
OS
SAINS
. SID
DIQ
UE
16m S
PA
N R
CC
GIR
DE
R(7.00m
CA
RR
IAG
EW
AY
)
APR
IL, 2011
TYP
E O
F REBAR
DIA
OF R
EBAR
SP
AC
ING
BA
R M
ARK
BA
R M
AR
K
20 - 05 - T 20 - 150 - EF
T - HIG
H Y
IELD
DEFO
RM
ED BAR
Y - D
EFOR
ME
D M
S B
ARR
- RO
UN
D M
S BAR
IND
ICATES
BAR
CU
T PO
INT LO
CA
TION
/R
EMAR
KSN
OS.
OF BAR
NO
TES
A. G
ENER
AL
1. ALL D
IME
NS
ION
S A
RE
IN M
ILLIME
TER
UN
LES
S O
THE
RW
ISE
ME
NTIO
NE
D.
2.DO
NO
T SC
ALE
THIS
DR
AW
ING
. US
EG
IVE
N D
IME
NS
ION
S O
NLY
.
3.DU
RIN
G C
ON
STR
UC
TION
OF TH
E W
OR
K,
THE
CO
NTR
AC
TOR
MU
ST C
HE
CK
THE
DIM
EN
SIO
NS
, LEV
ELS
AN
D M
EA
SU
RE
ME
NT.
DIS
CR
EP
AN
CIE
S IF A
NY
TO B
E R
EP
OR
TED
TO TH
E E
NG
INE
ER
BE
FOR
E E
XE
CU
TION
.
B. M
ATER
IAL
1. CO
NC
RE
TE 28 D
AY
S S
TRE
NG
TH IN
CU
BE
,f'c = 30.0 M
Pa. [U
NLE
SS
OTH
ER
WIS
EM
EN
TION
ED
IN TH
E S
PE
CIFIC
ATIO
N,TH
ETR
IAL M
IX D
ES
IGN
STR
EN
GTH
SH
ALL B
E33.0 M
Pa]
2. YIE
LD S
TRE
NG
TH O
F STE
EL, fy = 500 M
Pa
(GR
AD
E Fe 500, IS
1786)
C. C
OVER
ING
DEC
K:
a.TO
P O
F DE
CK
=50m
m b.
BO
TTOM
OF D
EC
K=
25mm
c.S
IDE
OF D
EC
K=
40mm
KER
B B
EAM
:a.
ALL S
IDE
=40m
m
CR
OSS G
IRD
ER:
a.A
LL SID
E=
40mm
MA
IN G
IRD
ER:
a.A
LL SID
E=
40mm
RA
ILING
:a.
RA
ILING
PO
ST A
LL SID
E=
40mm
b.R
AIL A
LL SID
E=
25mm
REFER
ENC
E DR
AW
ING
S1. G
EN
ER
AL N
OTE
S FOR
RC
C C
ON
STR
UC
TION
STD
-022. R
AILIN
G D
ETAILSS
TD-04
3. RE
BA
R C
OD
ES
& SH
APE DETAILS
STD
-074. R
EIN
F. DE
TAILS
OF M
AIN G
IRD
ERS
16-C7-10
