(24.00m span & 7.00m carriageway) on gomphu - … · m m filter material 50 cm thick return...
TRANSCRIPT
RC DECK GIRDER BRIDGE(24.00m SPAN & 7.00m CARRIAGEWAY)
ON GOMPHU - PANGBANG HIGHWAY, ZHEMGANG BHUTAN
SEPTEMBER 2013
DRAWING LIST
COVER PAGE
DRAWING NO.DESCRIPTION
LIST OF DRAWINGS
GENERAL NOTES (BRIDGE SUPERSTRUCTURE)
SNO.
01
02
03
04
05
06
07
08
09
S24 - C7 - 01
BRIDGE DECK END JOINT
REBAR CODES & SHAPE DETAILS
PLAN, SECTION & ELEVATION OF DECK
REINFORCEMENT DETAILS OF DECK SLAB
REINFORCEMENT DETAILS OF MAIN GIRDER
DECK DRAINAGE DETAIL
10
STD - 02
STD - 03
STD - 04
STD - 05
STD - 06
S24 - C7 - 07
REINFORCEMENT DETAILS OF CROSS GIRDER & KERB BEAM
DETAIL OF BRIDGE BEARING
11
MISCELLANEOUS DETAILS
12
13
14
15
1617
18
SECTIONAL ELEVATION OF THE BRIDGE
19 S24 - C7 - 18
S24 - C7 - 08
S24 - C7 - 09
S24 - C7 - 10
S24 - C7 - 11
REBAR SCHEDULE
S24 - C7 - 12
REBAR SCHEDULE
S24 - C7 - 13
GENERAL NOTES FOR BRIDGE ABUTMENT
S24 - C7 - 14
GENERAL PLAN OF THE BRIDGE (01)
S24 - C7 - 15
GENERAL PLAN OF THE BRIDGE (02)
S24 - C7 - 16
GENERAL ELEVATION OF THE BRIDGE
S24 - C7 - 17
LEFT ABUTMENT DRAWING (01)
DRAWING NO.DESCRIPTION
LIST OF DRAWINGS
LEFT ABUTMENT DRAWING (02)
SNO.
20
21
22
23
24
25
26
27
LEFT ABUTMENT DRAWING (05)
LEFT RETURN WALL DRAWING (01)
LEFT RETURN WALL DRAWING (02)
BRIDGE BEARING PLAN ON THE ABUTMENT DETAILS
RIGHT ABUTMENT DRAWING (01)
LEFT ABUTMENT DRAWING (03)
28
LEFT ABUTMENT DRAWING (04)
29
APPROACH SLAB DETAILS30
31
32
33
3435
S24 - C7 - 19
S24 - C7 - 20
S24 - C7 - 21
S24 - C7 - 22
S24 - C7 - 23
S24 - C7 - 24
S24 - C7 - 25
S24 - C7 - 26
S24 - C7 - 27
RIGHT ABUTMENT DRAWING (02) S24 - C7 - 28
S24 - C7 - 29
DETAILS OF KERB BEAM AT APPROACH S24 - C7 - 30
SEISMIC ARRESTOR BLOCK DETAILS S24 - C7 - 31
RAILING DETAILS S24 - C7 - 32
36
37
38
REBAR SCHEDULE S24 - C7 - 33
REBAR SCHEDULE S24 - C7 - 34
REBAR SCHEDULE S24 - C7 - 35
REBAR SCHEDULE S24 - C7 - 36
REBAR SCHEDULE S24 - C7 - 37
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
S24-C7-01RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
KARMA WANGDI (EE)
NGAWANG THINLEY (ENGINEER)
GENERAL NOTES FOR ABUTMENT CONSTRUCTION
A. GENERAL
1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWING PERTAINING TO THE BRIDGE.
2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS IN MILLIMETER (mm) AND ALL LEVELS ARE IN METER (m). DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSION ARE TO BE FOLLOWED.
3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGE, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. INCASE OF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO NOTICE OF THE ENGINEER.
4. THE BRIDGE ABUTMENT IS DESIGNED AS PER IRC - 21 & IS 456 USING MIDAS CIVIL.
B. CONCRETEUNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER THE RELATED SECTIONOF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:
APPLICATION LOCATION SPECIFIED COMPRESSIVE CUBE STRENGTH IN (28 DAYS) IN MPa
REINFORCED CONCRETE (RCC)ABUTMENT M25
PLAIN CEMENT CONCRETE (PCC)(WHEREEVER REQUIRED) M10
SEISMIC ARRESTOR BLOCK &APPROACH SLAB M30
C. REINFORCEMENT
1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy 500 MPa).
2. SCHEDULING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.
3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO AASHTO/2007 AS SHOWN BELOW:
4. IN THIS DRAWING, SPLICE LENGTH OF " CLASS C" FOR REINFORCEMENT BAR WAS ADOPTED.
5. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE DRAWINGS OR DIRECTED BY ENGINEER.
* ABUTMENT WALL (ALL SIDES) = 50 MM * RETURN WALL (ALL SIDES) = 40 MM * RAILING POST (ALL SIDES) = 25 MM * KERB ON THE APPROACH SLAB = 25 MM
6. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT OF CONCRETE SHALL BE ONLY USED.
D. WATERWATER TO BE USED IN THE CONCRETING AND CURING SHALL BEPORTABLE WATER.
E. SUPERVISIONCONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENTSUPERVISION ENGINEER.
BAR DIA mm
10 300412127321692618114420138422178725224728292732
374538957121114951809233729313828
DEV.LENGTH, mm
SPLICE LENGTH, mm
CLASS A CLASS B CLASS C3003175637138801064137417242252
2203175637138801064137417242252
3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO AASHTO/2007 AS SHOWN BELOW:
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL NOTES
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-18RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
FLOW DIRECTON
STN1100.00
R13000
GO
MPH
U S
IDE
PA
NB
AN
G S
IDE
BR
IDG
E S
PA
N =
24.
00 M
ETE
RS
GENERAL PLAN
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL PLANOF THE BRIDGE (01)
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1 : 300
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-07RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
FLOW DIRECTON
STN1100.00
R13000
GO
MPH
U S
IDE
PA
NB
AN
G S
IDE
BR
IDG
E S
PA
N =
24.
00 M
ETE
RS
GENERAL PLAN
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL PLANOF THE BRIDGE (02)
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:175
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-08RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
LWL=95.432
HFL=97.297
SOLID ROCK ROCK
LOOSE SOIL
RL=95.9665 (FB)
RL=96.9665 (FT)
RL=100.9565 (AT-RS) 1% LONGITUDINAL SLOPE
RL=103.081 (FRL) RL=103.321 (FRL)
RL=101.207(AT-BS)RL=101.1965 (AT-RS)
RL=100.1965 (FB)
BOULDERPROTECTION
RIGHT BANK
LEFT BANK
GENERAL ELEVATION
RL=100.967(AT-BS)
BRIDGE SPAN = 24.00 METERS
GOMPHU SIDEPANBANG SIDE
LEGEND:
* FRL : FINISHED ROAD LEVEL* AT-RS : ABUTMENT TOP - RIVER SIDE* AT-BS : ABUTMENT TOP - BACKFILL SIDE* FT : FOOTING TOP* FB : FOOTING BASE* LWL : LOWEST WATER LEVEL* HFL : HIGHEST FLOOD LEVEL
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL ELEVATIONOF THE BRIDGE
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:100
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-09RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
LWL=95.432
HFL=97.297
SOLID ROCK ROCK
LOOSE SOIL
1% LONGITUDINAL SLOPE
RL=103.081 (FRL) RL=103.321 (FRL)
BOULDERPROTECTION
RIGHT BANK
LEFT BANK
BRIDGE SPAN = 24.00 METERS
SECTIONAL ELEVATION
GOMPHU SIDEPANBANG SIDE
RL=95.9665 (FB)
RL=96.9665 (FT)
RL=100.9565 (AT-RS)RL=101.207(AT-BS)RL=101.1965 (AT-RS)
RL=100.1965 (FB)
RL=100.967(AT-BS)
LEGEND:
* FRL : FINISHED ROAD LEVEL* AT-RS : ABUTMENT TOP - RIVER SIDE* AT-BS : ABUTMENT TOP - BACKFILL SIDE* FT : FOOTING TOP* FB : FOOTING BASE* LWL : LOWEST WATER LEVEL* HFL : HIGHEST FLOOD LEVEL
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SECTIONAL ELEVATIONOF THE BRIDGE
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:100
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-10RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
AB
UTM
EN
T W
ALL
RETURN WALL
RETURN WALL
HAUNCH
FOOTING PLAN
1.5% SLOPE
C L
CL OF ABUTMENT WALL
OF
AB
UTM
EN
T W
ALL
ALO
NG
TH
E W
IDTH
(AB
UTM
EN
T W
ALL
)(F
OO
TIN
G S
LAB
)(D
IRT
WA
LL)
A
A
CONSTRUCTION JOINT
DETAIL
"A"
DETAIL
"B"
WEEP HOLE 11CMØ (HDPE pipe)SLOPE 1 IN 20
SIDEELEVATION
DETAIL "A"SCALE 1:15
1.5% SLOPE
DETAIL "B"
SCALE 1:20
TABLE 1: CONCRETE SCHEDULE FOR LEFT ABUTMENTTYPE
RCC ABUTMENTRCC RETURN WALL
NO12
SIZEABUTMENT
RETURN WALL
VOLUME48.626.70
MATERIALM25M25
MANUFACTURERCAST IN PLACE CONCRETECAST IN PLACE CONCRETE
RCC DIRT WALL 1 DIRT WALL 7.09 M25 CAST IN PLACE CONCRETE
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.2. DO NOT SCALE THIS DRAWING. USE GIVEN DIMENSION ONLY
MATERIAL
1. 28 DAYS CONCRETE STRENGTH IN CUBE, fck = 25MPa.2. YIELD STRENGTH OF STEEL, fy = 500MPa (GRADE Fe500, IS 1786)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT ABUTMENTDRAWING - 01
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1 : 40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-19RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
WEEP HOLE 11CMØ (HDPE pipe)SLOPE 1 IN 20
CONSTRUCTION JOINT
B
B
(FO
OTI
NG
SLA
B)
(AB
UTM
EN
T W
ALL
)
(TO
TAL
HE
IGH
T O
F A
BU
TME
NT)
(DIR
T W
ALL
)
CL OF ABUTMENT WALL ALONG THE LENGTH
FRONT ELEVATION VIEW "A - A"
1.5% SLOPE
C LO
F A
BU
TME
NT
WA
LLA
LON
G T
HE
WID
TH
(DIR
T W
ALL
)
SECTION "B - B"
CONSTRUCTION JOINT
WEEP HOLE11CMØ (HDPE pipe)
SLOPE 1 IN 20
BEARING SEAT10 CM THICK
BEARING
PC
C (8
0 C
M T
HIC
K)
M
M
FILTER MATERIAL50 CM THICK
RETURN WALL
WEARING COURSE5 CM THICK
APPROACH SLAB
TABLE 1: CONCRETE SCHEDULE FOR LEFT ABUTMENTTYPE
RCC ABUTMENTRCC RETURN WALL
NO12
SIZEABUTMENT
RETURN WALL
VOLUME48.626.70
MATERIALM25M25
MANUFACTURERCAST IN PLACE CONCRETECAST IN PLACE CONCRETE
RCC DIRT WALL 1 DIRT WALL 7.09 M25 CAST IN PLACE CONCRETE
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.2. DO NOT SCALE THIS DRAWING. USE GIVEN DIMENSION ONLY
MATERIAL
1. 28 DAYS CONCRETE STRENGTH IN CUBE, fck = 25MPa.2. YIELD STRENGTH OF STEEL, fy = 500MPa (GRADE Fe500, IS 1786)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT ABUTMENTDRAWING - 02
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-20RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
52-08-T16-150-BACK
70-09-T12-110- VALL.
32-11-T12-110-BACK
36-12-T12-110-VALL.
E
E
REINF. DETAIL OF ABT. WALL FRONT VIEW
VALLEY SIDE BAR
BACKFILL SIDE BAR
F F
12 09
08 11
SECTION "F - F"
ABUTMENT WALLRETURN WALL
FOOTING SLAB
SCALE 1:50
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ABUTMENT (ALL SIDES) = 50 MMBAR MARK
52-08-T 16-150-BACKNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION /REMARK
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
TABLE 1: CONCRETE SCHEDULE FOR LEFT ABUTMENTTYPE
RCC ABUTMENTRCC RETURN WALL
NO12
SIZEABUTMENT
RETURN WALL
VOLUME48.626.70
MATERIALM25M25
MANUFACTURERCAST IN PLACE CONCRETECAST IN PLACE CONCRETE
RCC DIRT WALL 1 DIRT WALL 7.09 M25 CAST IN PLACE CONCRETE
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT ABUTMENTDRAWING - 03
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-21RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
52-1-T16-150-BOTT.
20-2-T12-150-BOTT.
4-3-T12-FACE
8-4-T20-1000-CHAIR
4-5-T12-FACE4-5-T12-FACE
52-6-T16-150-TOP
20-7-T12-150-TOP
52-8-T16-150-BACK70-9-T12-110-VALL.
4-10-T12-FACE32-11-T12-110-BACK
36-12-T12-110-VALL.
52-13-T16-150-TOP
4-14-T12-EQ-TOP
3-15-T12-EQ-BACK
1-16-T12-TOP
9-17-T12-1000-SPACER
9-17-T12-1000-SPACER
9-17-T12-1000-SPACER
48-22-T12-150-DWR
52-23-T12-150-DWR
11-24-T12-200-DWR
4-25-T12-DWR
165-18-T25-500-RA(BOTH DIRECTIONS)
G G
REINF. DETAI "SECTION "E - E"
DETAIL
"D"
11-24a-T12-200-DWR
6-19-T12-100
7-20
-T12
-100
DETAIL "D"SCALE 1:10
2X2=4-22a-T12-150 (DWR)
23
25
24
24a
16
15 13
20
14
19
08
09
10
11
12
DRAWING 'A'SCALE 1:25NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ABUTMENT (ALL SIDES) = 50 MM
1. BAR 22a SHOULD CONTINUE INTO TO KERB BEAM ABOVE BUT THE THE REINFORCEMENT FOR DIRT WALL IN BETWEEN KERB WILL REMAIN AS BAR No. 22.
2. BAR No. 22a WILL BE ONLY THERE UNDER THE AREA WHERE KERB BEAM OCCUPY ON THE DIRT WALL TOP.
NOTE ON DRAWING 'A'
BAR MARK
52-01-T 16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION / REMARK
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
*** EQ - EQUAL DISTANCE*** RA - ROCK ANCHORAGE*** VALL. - VALLEY*** DWR - DIRT WALL REINFORCEMENT*** BOTT. - BOTTOM
LEGEND:
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT ABUTMENTDRAWING - 04
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-22RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
FOOTING REINF. LAYOUT VIEW "G - G"
52-1
-T16
-150
-BO
TT.
52-6
-T16
-150
-TO
P
20-2
-T12
-150
-BO
TT.
20-7
-T12
-150
-TO
P
165-
22-T
25-5
00-R
A
ROCK ANCHORAGE PLAN BOTT. BAR
TOP BAR
DIA
ME
TER
OF
AN
CH
OR
SH
OU
LD B
E A
T LE
AS
T 40
MM
HAUNCH(150X150)
27-21-T12-150
HAUNCH REINF. (Abutment & return wallSCALE 1:25
INNER EDGE OFABUTMENT WALL
OUTER EDGE OFDIRT WALL
HAUNCH(150X150)
14-26-T12-150
HAUNCH REINF.(Dirt wall and return wall)SCALE 1:25
BAR MARK
52-01-T 16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION / REMARK
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
*** BOTT. - BOTTOM*** RA - ROCK ANCHORAGE
LEGEND:
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT ABUTMENTDRAWING - 05
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-23RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
1.5% SLOPE
C LO
F A
BU
TME
NT
WA
LLA
LON
G T
HE
WID
TH
12-1-T16-150-BACK
12-2-T12-150-VALL.
27-03-T12-150-BACK (ABT)
27-04-T12-150-VALL.(ABT)
15-3a-T12-150-BACK (DW)
15-4a-T12-150-VALL.(DW)
N
N
REINF. DETAIL OF RETURN WALL SIDE VIEW
VALLEY SIDE BAR
BACKFILL SIDE BAR
O O
P P
0402
03 01
4a02
013a
SECTION "P - P"
SECTION "O - O"
FRONT FACE OF DIRT WALL
BACK FACE OF DIRT WALL
FRONT FACE OF DIRT WALL
BACK FACE OF DIRT WALL
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ABUTMENT (ALL SIDES) = 50 MM
BAR MARK
12-01-T 16-150-BACKNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION /REMARK
*** VALL. - VALLEY*** DW - DIRT WALL*** ABT - ABUTMENT
LEGEND:
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT RETURN WALLDRAWING - 01
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-24RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
RETURN WALL
FILTER MATERIAL50 CM THICK
APPROACH SLAB
CONSTRUCTION JOINT
AB
UTM
EN
T W
ALL
APPROACH SLAB
PC
C (8
0 C
M T
HIC
K)
SECTION "M - M" SECTION "N - N"
WEARING COURSE 5 CM THICK
01
02
03
044a
3a
10-05-T12-150-TOP
3-06-T12-1000(SPACER)
3-06-T12-1000(SPACER)
3-06-T12-1000(SPACER)
3-06-T12-1000(SPACER)
3-06-T12-1000(SPACER)
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ABUTMENT (ALL SIDES) = 40 MM
BAR MARK
12-01-T 16-150-BACKNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION /REMARK
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
LEFT RETURN WALLDRAWING - 02
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-25RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
1.5% SLOPE
1.5% SLOPE
1.5% SLOPE
1.5% SLOPE
1.5% SLOPE
DETAIL
"C"
BEARING SEAT10 CM THICK
RUBBERBEARING
GIRDER OUTLINE
CLOF BEARING
DIRT WALL
ABUTMENT
NEAUROPRENERUBBER PAD
2 CM THICK
SEISMICARRESTOR BLOCK
PLAN OF BEARING ON ABUTMENT
XX
YY
BEARING SEAT10 CM THICK
GIRDER OUTLINE
BEARING
NEAUROPRENERUBBER PAD
2 CM THICK
SEISMICARRESTOR BLOCK
DETAIL "C"SCALE 1:15
CL OF BEARING
1.5% SLOPE
BEARING SEAT10 CM THICK
BEARING
SECTION "X - X"
1.5% SLOPE
SECTION "Y - Y"SCALE 1:30
PLAN
SIDE ELEVATION
BACK VIEW
FRONT VIEW
DETAILS OF BEARING SEATSCALE 1:10
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BEARING PLAN ONABUTMENT
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-26RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
1.5% SLOPE
1
1
CONSTRUCTION JOINT
FOOTING SLAB
PLANSIDE ELEVATION
FRONT ELEVATION : (VIEW "1 - 1"
BEARING
BEARING SEAT
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERINGABUTMENT (ALL SIDES) = 50 MM
TABLE 2: CONCRETE SCHEDULE FOR RIGHT ABUTMENTTYPE
RCC ABUTMENTNO1
SIZEABUTMENT
VOLUME8.44
MATERIALM25
MANUFACTURERCAST IN PLACE CONCRETE
RCC DIRT WALL 1 DIRT WALL 7.09 M25 CAST IN PLACE CONCRETEBEARING SEAT 2 BEARING SEAT 0.35 M25 CAST IN PLACE CONCRETE
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
RIGHT ABUTMENTDRAWING - 01
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-27RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
ROCK ANCHORAGE PLAN
FOOTING REINF. PLAN
47-1
2-T2
5-50
0-R
AD
IAM
ETE
R O
F A
NC
HO
R H
OLE
SH
OU
LD B
E A
T LE
AS
T 46
MM 52
-01-
T16-
150-
BO
TT.
52-0
5-T1
6-15
0-TO
P
8-02
-T12
-150
-BO
TT.
4-06
-T12
-EQ
-TO
P DETAIL
"2"
52-01-T16-150-BOTT.
8-02-T12-150-BOTT.
4-03-T12-FACE
4-04-T12-FACE
5-4a-T12-FACE
52-05-T16-150-TOP
5-06-T12-EQ-TOP
48-10-T12-150-DW
11-11-T12-200-DW
52-12-T12-150-DW4-13-T12-DW
47-07-T25-500-RA(BOTH DIRECTIONS)
REINF. DETAILSCALE 1:25
11-11a-T12-200-DW
6-08-T12-100
7-09-T12-100
DETAIL "2"SCALE 1:15
BOTT. BAR
TOP BAR
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERINGABUTMENT (ALL SIDES) = 50 MM
BAR MARK
52-01-T 16-150-BOTT.NOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION /REMARK
09
10
11
2x2=4-10a-T12-150(DWR)
11a
DRAWING 'A'SCALE 1:25
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
RIGHT ABUTMENTDRAWING - 02
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-28RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
47-0
1-T1
2-15
0-B
OTT
.
47-0
3-T1
2-15
0-TO
P
10-0
2-T1
2-15
0-B
OTT
.10
-04-
T12-
150-
TOP
PLAN
REINF. PLAN
33 44
22 Ø 100 SPRING COIL
5 @
50
= 25
0Ø 100
22 Ø 100 SPRING COIL
APPROACH SLAB
8 CM THICK PCC
WEARING COURSE 5 CM THICK
SECTION "3 - 3"
100 MM DIA. SPRING COIL
MADE FROM 12 MM DIA BAR 20 MM DIA. ROD
SCALE 1:20
BAR MARK
47-01-T 12-150-BOTT.NOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION /REMARK
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR8 CM THICK PCC
SECTION "4 - 4"
01 02
0304
SCALE 1:20
TABLE 3: CONCRETE SCHEDULE FOR APPROACH SLABTYPE
APPROACH SLABNO2
SIZE7000 X 1375
VOLUME5.775
MATERIALM30
MANUFACTURERCAST IN PLACE CONCRETE
NOTES
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
APPROACH SLAB (ALL SIDES) = 40 MM
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THE DRAWINGS. USE GIVEN DIMENSIONS ONLY.
BOTT. BAR
TOP BAR
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
APPROACH SLABDETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-29RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
APPROACH SLAB
KERB BEAM
KERB BEAM
DETAILS OF KERB BEAM ON DIRT WALL TO END OF RETURN WALL
ELEVATIONSECTION
R
R
KERB BEAM
RE
TUR
N W
ALLA
BU
TME
NT
WA
LL
SECTION "R - R"
SECTIONROUGHENED
FOR KERBCONSTRUCTION
R80
(ROAD SIDE)
(VALLEY SIDE)
KERB BEAM REINFORCEMENT
13-01-T12-150(STIRRUP)
3-02-T16-EQ-TOP
3-03-T16-EQ-BOTT.
8 CM THICK PCC
5 CM THICK WEARING COURSE
13-0
1-T1
2-15
0-S
TIR
RU
P
3-02-T16-EQ-TOP
3-03-T16-EQ-BOTT.
KERB BEAM REINFORCEMENT
18a
2020
a
RETURN WALL
01
023b
4b
TABLE 4: CONCRETE SCHEDULE FOR KERB BEAM AT APPROACHTYPE
RCC KERB BEAMNO4
SIZE300 X 350
VOLUME0.744
MATERIALM30
MANUFACTURERCAST IN PLACE CONCRETE
NOTES
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 30 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ALL SIDES = 25 MM
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THE DRAWINGS. USE GIVEN DIMENSIONS ONLY.
BAR MARK
3-03-T 16-EQ-BOTT.NOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION /REMARK
*** EQ - EQUAL DISTANCE
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
KERB BEAMAT APPROACH
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-30RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
1.5% SLOPE
2-01
-T20
-EQ
7-03-T16-150-STIRRUP7-03-T16-150-STIRRUP
5-02
-T20
-150
2-01-T20-EQ
7-03-T16-150-STIRRUP
5-02-T20-150
PLAN
SIDE ELEVATION
FRONT ELEVATION
REINFORCEMENT DETAILS OF SEISMIC ARRESTOR BLOCK
BAR MARK
5-05-T 20-150NOS. OF
BAR
BAR MARK
TYPE OF REBAR
5-02
-T20
-150
2-01
-T20
-EQ
03 (S
TIR
RU
P)03
(STI
RR
UP
)
03 (S
TIR
RU
P)
03 (S
TIR
RU
P)
8 8
SECTION "8 - 8"
TABLE 5: CONCRETE SCHEDULE FOR SEISMIC ARRESTOR BLOCK (SAB)TYPE
SABNO4
SIZE700 X 500
VOLUME1.407
MATERIALM30
MANUFACTURERCAST IN PLACE CONCRETE
NOTES
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 30 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ALL SIDES = 40 MM
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THE DRAWING. USE GIVEN DIMENSIONS ONLY.
BAR MARK
5-05-T 20-150NOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SEISMIC ARRESTOR BLOCK DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-31RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
RAIL POST(200X200)
RAIL(75 Ø GI PIPE)
BHUTANESEARCHITECTURE(RAIL POST HEAD)
RAIL
RAIL
KERB BEAM TOP
DECK SLAB TOP
5
5
ELEVATION OF RAILING
GIRDER
CROSS GIRDER
SECTION 5-5SCALE=1:30
2.5 % CROSS SLOPESPOUTDRAIN
RAIL
RAIL POST
RAIL
01
02
0304
RAILING POST REINF. DETAILS6
6
GIRDER
CROSS GIRDERSECTION 6-6SCALE=1:30
2X2=4-(01)-T16
6-(02)-T10-150
2X2=4-(03)-T10
2X2=4-(04)-T12
02 - KB
01 - KB
03 - KB
01 - DS 02 - DS
03 - DS04 - DS
01
02
0304
01
02
0304
01
02
0304
7 7
BAR MARK
6-02-T 10-150NOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
6-(02)-T10-150(STIRRUPS)
2-(01)-T16
2-(01)-T16
SECTION " 7 - 7"SCALE 1 : 10
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
NOTES
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE, fck = 30 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWING AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
COVERING
ALL SIDES = 25 MM
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THE DRAWING. USE GIVEN DIMENSIONS ONLY.
*** 01 - KB : BAR NO. 01 OF KERB BEAM
*** 01 - DS : BAR NO. 01 OF DECK SLAB
TABLE 6: CONCRETE SCHEDULE FOR RAIL POSTTYPE
RCC RAIL POSTNO50
SIZE200 X 200
VOLUME2.16
MATERIALM30
MANUFACTURERCAST IN PLACE CONCRETE
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
RAILINGS DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:40
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-32RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REINF. LIST & REINF.SUMMARY OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-33
Vertical bar in backfill side ofabutment
Vertical bar in valley side ofabutment
Vertical face reinforcement in theabutment
Horizontal bar in backfill sideof abutment
Horizontal bar in valley sideof abutment
Top bar of abutment in longitudinaldirection
Top bar of abutment in transversedirection
Horizontal bar in backfill sideof abutment
Horizontal bar in backfill sideof abutment
Spacer bar in the abutment
Rock anchorage bar in thefooting slab
Reinf. of bearing seat in longitudinaldirectionReinf. of bearing seat in transversedirection
Haunch reinforcement betweenreturn wall and abutment
TOTAL WEIGHT: ALL DIAMETERS
DIAMETER (IN MM) WEIGHT (KG/M)10 0.617
12 0.88816 1.578
20 2.46625 3.853
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENT WALL, DIRT WALL AND RETURN WALL, fck = 25 MPa.
2. CONCRETE 28 DAYS STRENGTH IN CUBE FOR GIRDERS, DECK SLAB, KERB BEAM, APPROACH SLAB, RAIL POST AND SEISMIC ARRESTOR BLOCK, fck = 30 MPa.
3. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
4. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
1. ABUTMENT WALL (ALL SIDES) = 50 MM
2. DIRT WALL (ALL SIDES) = 50 MM
3. RETURN WALL (ALL SIDES) = 40 MM
4. APPROACH SLAB (ALL SIDES) = 40 MM
5. SEISMIC ARRESTOR BLOCK (ALL SIDES) = 40 MM
6. KERB BEAM ON APPROACH (ALL SIDES) = 25 MM
7. RAIL POST (ALL SIDES) = 25 MM
CLEAR CONCRETE COVER FOR OTHER SUPERSTRUCTURESARE GIVEN IN THEIR RESPECTIVE DRAWINGS.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REINF. LIST & REINF.SUMMARY OF LEFT DIRT
WALL ANDLEFT RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-34
Dirt wall reinforcement (Chair type)
Dirt wall reinforcement in the areaunder the kerb beam on thereturn wall (Chair type)
Dirt wall reinforcement (Chair type)
Horizontal bar in backfill sideof dirt wall
Horizontal bar in valley sideof dirt wall
Horizontal bar in backfill sideof dirt wall
Haunch reinforcement betweendirt wall and return wall
TOTAL WEIGHT: ALL DIAMETERS
Vertical bar in backfill side return wall
Vertical bar in valley side return wall
Horizontal bar in backfill side return wall
Horizontal bar in backfill side return wall
Horizontal bar in valley side return wall
Horizontal bar in valley side return wall
Top bar in transverse direction ofreturn wall
Spacer bar in the return wall
TOTAL WEIGHT: ALL DIAMETERS
DIAMETER (IN MM) WEIGHT (KG/M)10 0.617
12 0.88816 1.578
20 2.46625 3.853
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENT WALL, DIRT WALL AND RETURN WALL, fck = 25 MPa.
2. CONCRETE 28 DAYS STRENGTH IN CUBE FOR GIRDERS, DECK SLAB, KERB BEAM, APPROACH SLAB, RAIL POST AND SEISMIC ARRESTOR BLOCK, fck = 30 MPa.
3. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
4. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
1. ABUTMENT WALL (ALL SIDES) = 50 MM
2. DIRT WALL (ALL SIDES) = 50 MM
3. RETURN WALL (ALL SIDES) = 40 MM
4. APPROACH SLAB (ALL SIDES) = 40 MM
5. SEISMIC ARRESTOR BLOCK (ALL SIDES) = 40 MM
6. KERB BEAM ON APPROACH (ALL SIDES) = 25 MM
7. RAIL POST (ALL SIDES) = 25 MM
CLEAR CONCRETE COVER FOR OTHER SUPERSTRUCTURESARE GIVEN IN THEIR RESPECTIVE DRAWINGS.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REINF. LIST & REINF.SUMMARY OF RIGHT
ABUTMENT ANDRIGHT DIRT WALL
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-35
Bottom bar in longitudinal direction
TOTAL WEIGHT: ALL DIAMETERS
Dirt wall reinforcement (U - Shaped)
TOTAL WEIGHT: ALL DIAMETERS
Bottom bar in transverse direction
Face bar in longitudinal direction
Face bar in transverse direction
Face bar in transverse direction
Top bar in longitudinal direction
Top bar in transverse direction
Rock anchorage bar in footing slab
Rinf. of bearing seat in longitudinaldirection
Rinf. of bearing seat in transversedirection
Dirt wall reinforcement (U - Shaped)
Horizontal bar in backfill side ofdirt wall
Horizontal bar in valley side ofdirt wall
Dirt wall reinforcement (Chair type)
Horizontal bar in backfill side ofdirt wall
DIAMETER (IN MM) WEIGHT (KG/M)10 0.617
12 0.88816 1.578
20 2.46625 3.853
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENT WALL, DIRT WALL AND RETURN WALL, fck = 25 MPa.
2. CONCRETE 28 DAYS STRENGTH IN CUBE FOR GIRDERS, DECK SLAB, KERB BEAM, APPROACH SLAB, RAIL POST AND SEISMIC ARRESTOR BLOCK, fck = 30 MPa.
3. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
4. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
1. ABUTMENT WALL (ALL SIDES) = 50 MM
2. DIRT WALL (ALL SIDES) = 50 MM
3. RETURN WALL (ALL SIDES) = 40 MM
4. APPROACH SLAB (ALL SIDES) = 40 MM
5. SEISMIC ARRESTOR BLOCK (ALL SIDES) = 40 MM
6. KERB BEAM ON APPROACH (ALL SIDES) = 25 MM
7. RAIL POST (ALL SIDES) = 25 MM
CLEAR CONCRETE COVER FOR OTHER SUPERSTRUCTURESARE GIVEN IN THEIR RESPECTIVE DRAWINGS.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REINF. LIST & REINF.SUMMARY OF AS, KB
AND SAB
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-36
Bottom bar in longitudinal direction
TOTAL WEIGHT: ALL DIAMETERS
Bottom bar in transverse direction
Top bar in longitudinal direction
Top bar in transverse direction
Straight bar between approachslab & dirt wall
Spring coil as connection betweenapproach slab & dirt wall
Kerb beam stirrups
TOTAL WEIGHT: ALL DIAMETERS
Kerb beam top bar
Kerb beam bottom bar
Seismic arrestor block reinforcement(U - Shaped), along longitudinaldirection
TOTAL WEIGHT: ALL DIAMETERS
Seismic arrestor block reinforcement(U - Shaped), along transversedirection
Seismic arrestor block stirrups
DIAMETER (IN MM) WEIGHT (KG/M)10 0.617
12 0.88816 1.578
20 2.46625 3.853
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENT WALL, DIRT WALL AND RETURN WALL, fck = 25 MPa.
2. CONCRETE 28 DAYS STRENGTH IN CUBE FOR GIRDERS, DECK SLAB, KERB BEAM, APPROACH SLAB, RAIL POST AND SEISMIC ARRESTOR BLOCK, fck = 30 MPa.
3. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
4. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
1. ABUTMENT WALL (ALL SIDES) = 50 MM
2. DIRT WALL (ALL SIDES) = 50 MM
3. RETURN WALL (ALL SIDES) = 40 MM
4. APPROACH SLAB (ALL SIDES) = 40 MM
5. SEISMIC ARRESTOR BLOCK (ALL SIDES) = 40 MM
6. KERB BEAM ON APPROACH (ALL SIDES) = 25 MM
7. RAIL POST (ALL SIDES) = 25 MM
CLEAR CONCRETE COVER FOR OTHER SUPERSTRUCTURESARE GIVEN IN THEIR RESPECTIVE DRAWINGS.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REINF. LIST & REINF.SUMMARY OF
RAIL POST
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED M.N.LAMICHANEY (CE)
NGAWANG THINLEY (ENGINEER)
NGAWANG THINLEY (ENGINEER)
S24-C7-37
Vertical bar in the rail post
TOTAL WEIGHT: ALL DIAMETERS
Rail post stirrups
Reinforcement in the rail post head
Straight bar in the rail post
DIAMETER (IN MM) WEIGHT (KG/M)10 0.617
12 0.88816 1.578
20 2.46625 3.853
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENT WALL, DIRT WALL AND RETURN WALL, fck = 25 MPa.
2. CONCRETE 28 DAYS STRENGTH IN CUBE FOR GIRDERS, DECK SLAB, KERB BEAM, APPROACH SLAB, RAIL POST AND SEISMIC ARRESTOR BLOCK, fck = 30 MPa.
3. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
4. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
1. ABUTMENT WALL (ALL SIDES) = 50 MM
2. DIRT WALL (ALL SIDES) = 50 MM
3. RETURN WALL (ALL SIDES) = 40 MM
4. APPROACH SLAB (ALL SIDES) = 40 MM
5. SEISMIC ARRESTOR BLOCK (ALL SIDES) = 40 MM
6. KERB BEAM ON APPROACH (ALL SIDES) = 25 MM
7. RAIL POST (ALL SIDES) = 25 MM
CLEAR CONCRETE COVER FOR OTHER SUPERSTRUCTURESARE GIVEN IN THEIR RESPECTIVE DRAWINGS.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
RC DECK GIRDER BRIDGE (24m SPAN & 7.00m CARRIAGEWAY)
On Gomphu - Panbang Highway, Zhemgang
Sept., 2013
KARMA WANGDI (EE)
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
GENERAL NOTES FORRCC CONSTRUCTION
STD-02NTS
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
C. REINFORCEMENT1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH
DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 17862. BENDING OF REINFORCEMENT BARS SHALL BE AS PER ARTICLE 5.10.2
OF AASHTO / 2007.3. LAPS IN REINFORCEMENT BARS IN TENSION ZONE SHALL BE AVOIDED AS
FAR AS POSSIBLE. LAPS MAY BE PROVIDED, IF UNAVOIDABLE. HOWEVER,IN SUCH CASES:
(A) NOT MORE THAN 50 % OF REINFORCEMENT BARS SHALL BELAPPED AT ANY ONE SECTION.
(B) FOR CLOSELY SPACED BARS LAPPING MAY BE AVOIDED BYPROVIDING SUITABLE TYPE OF MECHANICAL ANCHORAGE (WITH PRIOR APPROVAL).
(C) SPLICES SHALL BE STAGGERED AT LEAST 600 mm.
(D) ALL SPLICES SHALL BE CLASS B SPLICES.
(E) MINIMUM LAP LENGTH OF REINFORCEMENT SHALL CONFORM TO ARTICLE 5.11.2 AND 5.11.5 OF AASHTO / 2007SPECIFIED LENGTH OF THE LAP SPLICE SHALL BE
4. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE DRAWINGS OR DIRECTED BY THE ENGINEER.
A. REINFORCED CONCRETE STRUCTURES(ARTICLE 5.12.3-1 OF AASHTO LRFD / 2007)
● CONCRETE DECK SLAB-TOP REINFORCEMENT - 50 mm-BOTTOM REINFORCEMENT - 25 mm
● BEAM, ALL FACES - 40 mm
5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THATOF CONCRETE SHALL ONLY BE USED.
6. WELDING OF REINFORCEMENT BARS SHALL NOT BE PERMITTED,UNLESS APPROVED BY THE ENGINEER.
7. SUPPORTING CHAIRS OF REQUIRED DIAMETER FOR MAIN REINFORCEMENT SHALL BE PROVIDED AT SUITABLE INTERVALSAS PER DIRECTION OF THE ENGINEER.
8. FULL COVER SHALL BE MAINTAINED AT GROOVES AND OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE SURFACES.
D. WATERWATER TO BE USED IN CONCRETING AND CURING SHALL BE POTABLEWATER TO BE TESTED AS PER AASHTO T26-79.
E. MATERIAL SPECIFICATIONMATERIAL SPECIFICATIONS AND WORKMANSHIP SHALL BE IN ACCORDANCEWITH THE TECHNICAL SPECIFICATION AS SPELT OUT IN THE CONTRACTDOCUMENT.
F. WORKMANSHIP / DETAILING1. ALL SHARP EDGES OF CONCRETE SHALL BE CHAMFERED
(10mm x 10mm). OR AS PER DIRECTED BY THE ENGINEER
2. FORM WORK DETAILS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL AND SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFICATION.
3. CONSTRUCTION JOINT : THE LOCATIONS AND PROVISION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THEENGINEER-IN-CHARGE. THE CONCRETING OPERATION SHALLBE CARRIED CONTINUOUSLY UP TO THE CONSTRUCTION JOINT.
B. CONCRETE;UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER RELATED SECTION OFCONTRACT DOCUMENT PARTLY REPRODUCED BELOW:
APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE (28 DAYS) IN MPa
REINFORCED CONCRETE (RCC)GIRDER, CROSS GIRDER, RAILING,KERB, DECK SLAB, etc. M30
ALL OTHER RCC WORKS M30
PCC FOR LEVELING/BLINDING CONCRETEAND CONCRETE BLOCKS M10
*** UNLESS OTHERWISE MENTIONED IN THE SPECIFICATION, THE TRIALMIX DESIGN STRENGTH SHALL BE 33.0 MPa.
A. GENERAL1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL
RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.
2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN MILLIMETER (mm) AND ALL LEVELS ARE IN m. DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED.
3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASEOF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.
4. BRIDGES/CULVERTS ARE DESIGNED AS PER AASHTO LRFD BRIDGE DESIGN SPECIFICATION 2007
● VEHICULAR LIVE LOAD : IRC 6 : 2000 STANDARD LOAD
G. SUPERVISION1. THE CONSTRUCTION WORK MUST BE SUPERVISED BY A
COMPETENT SUPERVISION ENGINEER.
GENERAL NOTES FOR RCC CONSTRUCTION (BRIDGE SUPERSTRUCTURE)
1
23
7.00
5.503.50
SN CARRIAGEWIDTH (m)
LOAD CAPACITY
SINGLE LANE CLASS 70 R (WHEELED) OR DOUBLELANE CLASS A WHICHEVER IS CRITICAL.
DOUBLE LANE CLASS ASINGLE LANE CLASS A
NO. OFLANE
2
21
● SUPER STRUCTURE - SINGLE SPAN SIMPLE SUPPORTED RCC GIRDER
10 30012 41216 732
20 114422 138425 178728 2241
18 926
32 2927
BAR DIA,mm LAP SPLICE,mm
H. ABBREVIATIONS
B -BOTTOMBF -BOTH FACESBP -BEARING PAD
CL / ℄ -CENTER LINECH -CHAINAGE
EF -EACH FACE / EARTH FACEEGL -EXISTING GROUND LEVELEQ -EQUAL
FDN -FOUNDATIONFRL -FINISHED ROAD LEVEL
HFL -HIGH FLOOD LEVELH / h -HEIGHT
KB -KERB BEAM / EDGE BEAMKPA -KILO PASCAL
L / L -LENGTHLBL -LOWEST BED LEVELLV -LENGTH VARIES
M -METERMM -MILLIMETERMPA / MPA -MEGA PASCAL
NF -NEAR FACE
PCC -PLAIN CEMENT CONCRETE
RCC -REINFORCED CEMENT CONCRETERINF -REINFORCEMENTRL -REDUCED LEVEL
SF -SUPER ELEVATION
T -TOPTHK / TH -THICK
V -VARIES / VARIABLE
W -WIDTH
X -CROSSXG -CROSS GIRDER
1
GIRDER
50mm WEARINGCOURSE
DRAIN SPOUT
RAIL POST
CROSS GIRDER
SECTION 1-1SCALE 1 : 40
SEE DETAIL 'B'
KERB BEAM
DECK SLAB
2.5 % CROSSSLOPE
11
DETAIL 'A'SCALE 1:5
KERB BEAM
8-8mm ØBOLTS
3 NOS. M.S. FLAT BAR(5X25) IN EQUAL SPACE
RAIL POST
SLO
PE
SLOPE
SLOPE
SLOPE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
RAILING
20X20X6 MSANGLE FRAME
SLO
PE
SLO
PE
SLO
PE
SLO
PE
5X25 FLAT BARWELDED WITHMS ANGLE
20X25X6MS ANGLE
8mm ØGI BOLT
130X130X6MS PLATEWELDEDWITH PIPE
DETAIL 'C'
WELD TYPE
100mm Ø STEEL PIPE
KERB BEAM
3-5X25 MS FLAT BARIN EQUAL SPACE
100mm Ø PVCDRAIN PIPE
SOFFIT OF DECK
DETAIL 'B'SCALE 1:10
SEE DETAIL 'C'100mm Ø PVC BEND
2.5
% C
RO
SS
SLO
PE
℄ OF BRIDGE
DRAIN SPOUT KERB BEAMRAILING
SEE DETAIL 'A'
DECK PLAN(SHOWING DECK DRAINAGE AND RAILING)SCALE 1 : 100
2.5
% C
RO
SS
SLO
PE
NOTES
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS
OTHERWISE MENTIONED2. DO NOT SCALE THIS DRAWING. USE GIVEN
DIMENSIONS ONLY DURING CONSTRUCTIONOF THE WORK, THE CONTRACTOR MUST
CHECK THE DIMENSIONS, LEVELS AND MEASUREMENT. DISCREPANCIES IF ANY TOBE REPORTED TO THE ENGINEER BEFORE EXECUTION
2. DRAINAGE ASSEMBLE MAY BE MMANUFACTUREDAT SITE OR PURCHASED FROM APPROVEDMANUFACTURER AS PER DIRECTION OF ENGINEER.
B. MATERIAL1. STEEL : IS 226 / IS 808 GRADE 250
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
DECK DRAINAGEDETAIL
STD-03AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
L
W
h
TRANSVERSE AXISOF BRIDGE
LONG AXIS OFBRIDGE
ELASTOMERIC BEARING
SEE DETAIL 'A'
STEEL PLATEELASTOMER
DETAIL 'A'(TYPICAL)
BEARING
AS P
ER G
RAD
E
BACK WALL
OF BEARINGCL
DECK END JOINT
GIRDER
DECK TOP
XX
TRAFFICDIRECTION
PLAN OF BEARING(PLAN OVER ABUTMENT)
BEARINGSEAT
BEARINGPAD
GIRDEROUT LINE
SECTION X-XPLACEMENT OF BEARING
ABUTMENT WALL BACK WALL
BEARING CONCRETE SEAT(HORIZONTAL TOP)
ADDITIONAL CONCRETETO MAKE GIRDERBOTTOM HORIZONTAL
DRAIN
CROSS GIRDER
OF
BE
AR
ING
C L
1:10
ABUTMENT WALL
1.5% SLOPE
ELASTOMERIC BEARING
UNLESS OTHERWISE MENTIONED IN THETECHNICAL SPECIFICATION, THE PROPERTIESAND TEST REQUIREMENTS OF THE ELASTOMERICBEARING SHALL BE AS FOLLOWS :
MATERIAL PROPERTIES :a. Shear modulus of ELASTOMER shall be in the
range of 0.9~1.0 mPab. Min. yield strength of reinforcing steel shall be,
fy = 240 mPa.
TESTS ON ELASTOMERIC BEARINGS
A. Test of Elastomer
A.1. Physical properties
a. Hardness test- ASTM D 2240b. Tensile strength test-ASTM D 412c. Ultimate Elongation Tes - ASTM D 412.
A.2. Heat Resistance : a. Change in Durometer hardness
b. Change in tensile strengthc. Change in ultimate elongation
A.3. Compression Set :22 hours @ 212°F Maximum % - ASTMD 395 Method B
a.4. Shear Modulus Test on Materials fromBearing - ASTM D 4014
B. Test on Laminate/Elastomer Combination
Vulcanized Bond Test - ASTM D429 Method B
C. Geometric Dimensionsa. Overall heightb. Overall horizontal dimensionsc. Thickness of individual layers of elastomer
d. Parallelism with opposite facee. Edge cover of embedded laminates,
thickness of top and bottom cover.
D. Short Duration Compression Test Design Maximim Load per Bearing :
[ SEE DRAWING 'MISCELLANEOUS DETAILS' - 12 ]
NOTES
A. GENERAL
1. ALL DIMENSIONS ARE IN MILLIMETER UNLESSOTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USE GIVEN DIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK, THECONTRACTOR MUST CHECK THE DIMENSIONS,LEVELS AND MEASUREMENT. DISCREPANCIESIF ANY TO BE REPORTED TO THE ENGINEERBEFORE EXECUTION.
ASTM D573(70 hours at 212° F )
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
DETAILS OFBRIDGE BEARING
STD-04NTS
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
100X100X10ANGLE
4
PLAN OF MS ANGLESCALE 1:10
T16 @ 300mm C/C.WELDED TO ANGLE
12mm Ø PIN@ 300mm C/C.WELDED TOANGLE
2
2
4
1
WING WALL
WING WALL
RUBBER SEAL
GIRDER
GIRDER
KERB BEAM
KERB BEAM
GRID
GRID1
PLAN OF DECK END JOINTOVER ABUTMENTSCALE=1:40
BACK WALL CROSS GIRDER
12mm Ø PIN WELDEDWITH MS ANGLE
MS ANGLE100X100X10
CL OF BRIDGE BEARING
T16 @ 300mm C/C.
50mm WC OVER
RUBBER SEAL100X100X10 MS ANGLE
BACK WALLOF ABUTMENT
DECK SLAB
SECTION 1-1(DECK END JOINT OVER ABUTMENT)
APPROACH SLAB
CROSS GIRDER
GIRDER
DECK
DOWEL BARCONNECTED ATTHESE POINTS
@ 300mm C/C.
(PLACED WITH EPOXYBONDING MATERIAL)
12mm Ø PIN
SECTION 2-2
T16 @ 300mm C/C.WELDED TO ANGLE
(100X100X10)MS ANGLE
(100X100X10)MS ANGLE
5 5
30X30mmHOLE
3
3
RUBBER
30X30mm HOLE
SECTION 3-3SCALE 1:5
PLAN OF RUBBERSCALE 1:5
SECTION4-4SCALE 1:2
5
MS ANGLE
STEEL PLATE30X4 mm WELDEDTO ANGLE.
12mm Ø PINWELDED TOANGLE @300mm C/C
5
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
BRIDGE DECKEND JOINTS
STD-05AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
NOTES
A. GENERAL
1. ALL DIMENSIONS ARE IN MILLIMETERUNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USEGIVEN DIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK,THE CONTRACTOR MUST CHECK THEDIMENSIONS, LEVELS AND MEASUREMENT.DISCREPANCIES IF ANY TO BE REPORTEDTO THE ENGINEER BEFORE EXECUTION.
B. SUGGESTED INSTALLATION PROCEDURE
1. WELD THE CONNECTOR BAR AND THE PINSWITH THE ANGLE. THE ASSEMBLY MAY BEMADE 1200mm PIECE OR AS AGREED BY THEENGINEER.
2. PLACE THE ASSEMBLY IN THE GIRDER / DECKAND FIX IN POSITION.
3. CAST THE GIRDER AND DECK.
4. GEOMETRY OF THE ABUTMENT AS GIVENIS TENTATIVE.
5. THE ASSEMBLY OF THE DECK END JOINTMAY BE MADE AT SITE.
SHAPE CODE
SHPAE
00
a
11
b
Total Length :a
a
Total Length :
r
a
bd
c51
Total Length :2(a+b)+16d
21
b
a c
Total Length :a+b+c-r-2d
SHAPE CODE AS PER ISO 4066 : 2000
LEGEND :
r = BENDING RADIUS AS PER TABLE 4d = DIAMETER OF BARa/b/c/d = AS SHOWN
a+b - ½ r-d
DETAILED LENGTH HOOK LENGTHUNBEND HOOK LENGTH
OFFSET LENGTH
HOOK EXTENSION
BEND DIAMETER
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
HO
OK
LE
NG
TH
HO
OK
EX
TEN
.
12BNED + BAR
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
12 BEND + BAR
OFFSET LENGTH
HOOK EXTN.
HOOK LENGTH
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
12 BEND + BAR
HOOK EXTENSION
HOOK LENGTH
OFF
SE
T LE
NG
THB
AR
DIA
BA
R D
IAB
AR
DIA
BA
R D
IA45° HOOK
90° HOOK
135° HOOK
180° HOOK
REBAR HOOK SPECIFICATION REBAR DESIGNATION DIA, mm
AREA, mm2
UNIT WT., kg/m REBAR TYPE
T10 10 79 0.617 IS : 1786 GRADE Fe 500T12 12 113 0.888T16 16 201 1.578T20 20 314 2.466T25 25 491 3.853T28 28 616 4.834T32 32 804 6.313
IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500
TABLE 3 : STANDARD RE-BAR PROPERTIES(UNIT WT. 0.00785 kg / mm² /m)
IS : 1786 GRADE Fe 500
1(ART. 5.10 AASHTO LRFD 2007)
TIE/STIRRUPS OTHER 900 1350 900 1800
T10 40 60 60 75 120 65T12 48 72 72 75 144 65T16 64 96 96 96 192 65T20 - 120 240 120 240 80T25 - 150 300 150 300 100T28 - 168 168 336 112T32 - 256 192 384 128
1 ALL REINFORCEMENT SHALL BE COLD BEND
REBAR DESIGNATION
BENDING DIAMETER
TIE/STIRRUPS
STANDARD HOOK EXTENSION, mm
OTHER
TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
NOTES:
A. GENERALALL DIMENSIONS ARE IN MILLIMETER UNLESSOTHERWISE MENTIONED
B. SHAPE CODE & BAR SHAPETHE STANDARD SHAPE CODES AND ITS METHODOF MEASUREMENT HAVE BEEN PREPARED ASPER EUROPEAN STANDARD BS EN ISO 4006 : 2000.
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
REBAR CODES&
SHAPE DETAILS
STD-06AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
TYPE OF REBAR DIA OF REBAR
SPACING
LOCATION/REMARKS
BAR MARK
NOS. OF BAR
BAR MARK
20 - 05 - T 20 - 150 - EF
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
1
GIRDER
2.5 % X-SLOPE
50 WEARING
200 DECK SLABCOURSE
DRAIN SPOUT
RAILING
CROSS GIRDER
DETAIL '1'SCALE 1 : 40
DETAIL2
DETAIL1
1 2 43
GIRDER
CROSS GIRDER
DRAINPIPE
2.5 % X-SLOPE
℄ OF BRIDGE
SECTION 2-2SCALE 1 : 80
2.5 % X-SLOPE
CR
OS
S G
IRD
ER
(300
X17
00)
A B D
1
2
3
4
A B D
GIRDER
CROSS GIRDER CROSS GIRDER (XG) CROSS GIRDER
DECK SLAB
KERB BEAM (KB)50mm WEARING COURSE RAILING
2
1 1
C
CROSS GIRDER
C
RAILLING2
2.5
% X
-SLO
PE
2.5
% X
-SLO
PE
GIRDER (500X1900)
KERB BEAM (350X350)
KERB BEAM (350X350)
RAILLING
GIRDER (500X1900)
GIRDER (500X1900)
GIRDER (500X1900)
CR
OS
S G
IRD
ER
(300
X17
00)
CR
OS
S G
IRD
ER
(300
X17
00)
CR
OS
S G
IRD
ER
(300
X17
00)
DECK OUT LINE
℄ OF BRIDGE
DRAIN SPOUT
DRAIN SPOUT
DECK PLANSCALE 1 : 100
SECTION 1-1SCALE 1 : 100
BRICK DECK END JOINT(SEE STD-06)
DETAIL '2'NTS
SOFFITOF DECK
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
PLAN, SECTION ANDELEVATION OF DECK
S24-C7-11AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
NOTES :
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE
MENTIONED.2. DO NOT SCALE THIS DRAWING. USE GIVEN DIMENSIONS ONLY.3. DURING CONSTRUCTION OF THE WORK, THE CONTRACTOR MUST
CHECK THE DIMENSIONS, LEVELS AND MEASUREMENT. DISCREPANCIES IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION
B. MATERIAL4. CONCRETE 28 DAYS STRENGTH IN CCUBE,f'c = 30MPa. UNLESS
OTHERWISE MENTIONED IN THE SPECIFICATION, THE TRIAL MIX DESIGN STRENGTH SHALL BE 38.25 MPa
5. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe500, IS 1786)
REFERENCE DRAWINGS1. GENERAL NOTES FOR RCC CONSTRUCTION STD-022. DECK DRAINAGE DETAIL STD-03
A B D
1
2
3
4
1
C1
91-01-T12-250-BOTT.90-1a-T12-250-BOTT.
91-03-T12-250-TOP
90-3b-T16-250- EXT.TOP
90-3b-T16-250- EXT.TOP
90-3a-T12-250- EXT.TOP
REINFORCEMENT PLAN OF DECK SLABSCALE 1:100
LAP IN ALTERNATE POSITION FOR NEXT BAR
30-02-T12-200-BOTT.30-04-T12-200-TOP
1 2 4303+3b04
01+1a
02
LAP IN ALTERNATE POSITION
GIRDER
0304
LAP IN ALTERNATE POSITION
REINF. DETAILS OF THE DECK SECTIONSCALE 1 : 40
SECTION 1-1
0101
03 03+3a 03+3a 03+3b03
SEE DETAIL 'A'
MAIN GIRDER REINF.(SEE, S20-C7-13)
1a1a
1
GIRDER
1a
GIRDER REINF.DECK TOP
033b04
01
DETAIL 'A'SCALE 1:20
SECTION ROUGHED FORKERB CONSTRUCTION
KERB BEAM REINF.(SEE, S20-C7-14)
NOTES
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USEGIVEN DIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK,THE CONTRACTOR MUST CHECK THEDIMENSIONS, LEVELS AND MEASUREMENT.DISCREPANCIES IF ANY TO BE REPORTEDTO THE ENGINEER BEFORE EXECUTION.
B. MATERIAL1. CONCRETE 28 DAYS STRENGTH IN CUBE,
f'ck = 30.0 MPa. [UNLESS OTHERWISEMENTIONED IN THE SPECIFICATION,THETRIAL MIX DESIGN STRENGTH SHALL BE38.25.0 MPa]
2. YIELD STRENGTH OF STEEL, fy = 500 MPa(GRADE Fe 500, IS 1786)
C. COVERINGa. TOP OF DECK = 50mm
b. BOTTOM OF DECK = 25mmc. SIDE OF DECK = 40mm
TYPE OF REBAR DIA OF REBAR
SPACINGBAR MARK
BAR MARK
20 - 05 - T 20 - 150 - EF
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
LOCATION /REMARKS
NOS.OF BAR
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
D:\DH16Data\BHUTAN\1_Zoeig-DPM JV\Bhutan_1.JPG
REINFORCEMENTDETAILS OF DECK SLAB
S24-C7-12AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
REFERENCE DRAWINGS1. GENERAL NOTES FOR RCC CONSTRUCTION STD-022. REBAR CODES & SHAPE DETAILS STD-063. PLAN, SECTION ELEVATION OF DECK S24-C7-114. MISCELLANEOUS DETAILS S24-C7-155. REBAR SCHEDULE S24-C7-16
10
SECTION 1-1SCALE 1:30
2-12-T20-EQ-TOP
4-16-T32-EQ-BOTT.
10 11
16
12 12
2X5-13-T16-190- FACE BAR
SECTION 2-2SCALE 1:30
SECTION 3-3SCALE 1:30
4-15-T32-EQ-BOTT.
** SEPERATOR BETWEEN THE LAYERS Ø 25 @ 1000 C/C ALONG THE LENGTH
4-17-T32-EQ-BOTT. 17 17
11
16
12
1517
2-14-T25-EQ-BOTT.
SECTION 4-4SCALE 1:30
13 13 13
SEE S24-C7-12 FORDECK REINF. DETAIL
DA B
12
LONG SECTION OF THE GIRDERSCALE 1:70
1
1
2
2
10
15 13
C
LAP IN ALTERNATE POSITION
10 11
4
4
LAP IN ALTERNATE POSITION
LAP IN ALTERNATE POSITION
141617
3
3LAP IN ALTERNATE POSITION
16
TYPICAL PLAN OF A LAP
TYPE OF REBAR DIA OF REBAR
SPACINGBAR MARK
BAR MARK
20 - 05 - T 20 - 150 - EF
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
LOCATION /REMARKS
NOS.OF BAR
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
REINFORCEMENTDETAILS OF
MAIN GIRDER
S24-C7-13AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
NOTES
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USE GIVENDIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK,THE CONTRACTOR MUST CHECK THEDIMENSIONS, LEVELS AND MEASUREMENT.DISCREPANCIES IF ANYTO BE REPORTED TO THE ENGINEERBEFORE EXECUTION.
B. MATERIAL1. CONCRETE 28 DAYS STRENGTH IN CUBE, f'c
= 30.0 MPa. [UNLESS OTHERWISEMENTIONED IN THE SPECIFICATION,THETRIAL MIX DESIGNSTRENGTH SHALL BE 38.25 MPa]
2. YIELD STRENGTH OF STEEL, fy = 500 MPa(GRADE Fe500, IS 1786)
C. COVERINGa. MAIN GIRDER ALL SIDE = 40mm
REFERENCE DRAWINGS1. GENERAL NOTES FOR RCC CONSTRUCTION STD-022. REBAR CODES & SHAPE DETAILS STD-063. PLAN, SECTION ELEVATION OF DECK S24-C7-114. REBAR SCHEDULE S24-C7-17
1DETAIL
1 2 3 4
SEE, S24-C7-12SLAB REINF.
KERB BEAM REINF.
MAIN GIRDER REINF.
3 -05 -T20-EQ-TOP
4-06 -T16-EQ-BOTT.8-04-T10-190-STR
04
2X2=4-07-T12-EQ-EF
SEE, S24-C7-10
KERB BEAM REINF.
CROSS GIRDER REINF. DETAILSSCALE 1: 30
RAILING
04
RAILING
FOR RAILINGREINF.(SEE S24-C7-32)
150-01-T12-150-STR.
3-02-T16-EQ-TOP
3 -03 -T16-EQ-BOTT.
04
07
06
DETAIL '1'SCALE 1: 30
1
NOTES
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS
OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USE GIVENDIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK, THECONTRACTOR MUST CHECK THE DIMENSIONS,LEVELS AND MEASUREMENT. DISCREPANCIESIF ANY TO BE REPORTED TO THE ENGINEERBEFORE EXECUTION.
B. MATERIAL1. CONCRETE 28 DAYS STRENGTH IN CUBE, f'c = 30.0 MPa. [UNLESS OTHERWISE MENTIONED
IN THE SPECIFICATION,THE TRIAL MIX DESIGNSTRENGTH SHALL BE 38.25 MPa]
2. YIELD STRENGTH OF STEEL, fy = 500 MPa(GRADE Fe500, IS 1786)
C. COVERINGa. ALL SIDE = 40mm
D. CONSTRUCTION1. KEEP CROSS GIRDER BAR FOLDED INSIDE
SHUTTERING DURING CONSTRUCTION OFMAIN GIEDER
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
REINFORCEMENTDETAILS OF CROSS
GIRDER AND KERB BEAM
S24-C7-14AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
TYPE OF REBAR DIA OF REBAR
SPACINGBAR MARK
BAR MARK
20 - 05 - T 20 - 150 - EF
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
LOCATION /REMARKS
NOS.OF BAR
REFERENCE DRAWINGS1. GENERAL NOTES FOR RCC CONSTRUCTION STD-022. REBAR CODES & SHAPE DETAILS STD-063. PLAN, SECTION ELEVATION OF DECK S24-C7-114. REBAR SCHEDULE S24-C7-16
HIGH POINT OF CAMBER ℄SEE DETAIL 'A'
CONSTRUCTION JOINTWITH SHEAR KEY
TYPICAL CONSTRUCTION JOINT IN DECK[LOCATION OF CONSTRUCTION JOINT SHALL BE DECIDED ASPER ENGINEER'S DECISION]
DECK TOP
℄DECK TOP
25X30 DEEP COLDAPPLIED POLYSULPHATEJOINT SEALER
DETAIL 'A'
1 2 43 1 2 43
SCAFFOLDINGGIRDER
SEQ : 1 GIRDER CASTING
CONSTRUCTION SEQUANCE :
SCAFFOLDING
SEQ : 2 CROSS GIRDER & DECK CASTING
1 2 43
SEQ : 3 KERB BEAM & RAILING CASTING
ABUTMENTǒ SCAFFOLDING REMOVEDǒ BRIDGE SUPPORTED ON
ABUTMENT
1 2 3
SEQ : 4 WEARING COURSE CASTINGREADY FOR TRAFFIC
SHUTTERARRANGEMENT
4 3 2
Y
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
MISCELLANEOUSDETAILS
S24-C7-15AS SHOWN
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
TABLE 3 : ¹
1
2 Upward camber in millimeter
LENGTHIN m
CAMBER ²IN mm
UPWARD CAMBER TO BEPROVIDED IN THE GIRDERDURING CONSTRUCTION
Camber Provided Consideringǒ Girder Self Weight.ǒ Deck Weight
0 01 42 73 94 125 146 167 188 199 20
10 2111 2212 2213 2214 2115 2016 1917 1818 1619 1420 1221 922 723 424 0
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
REBAR SCHEDULE S24-C7-16NTS
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
TYPE OF REBAR DIA OF REBAR
SPACINGBAR MARK
BAR MARK
20 - 05 - T 20 - 150 - EF
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
LOCATION /REMARKS
NOS.OF BAR
NOTES
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USEGIVEN DIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK,THE CONTRACTOR MUST CHECK THEDIMENSIONS, LEVELS AND MEASUREMENT.DISCREPANCIES IF ANY TO BE REPORTEDTO THE ENGINEER BEFORE EXECUTION.
B. MATERIAL1. CONCRETE 28 DAYS STRENGTH IN CUBE,
f'c = 30.0 MPa. [UNLESS OTHERWISEMENTIONED IN THE SPECIFICATION,THETRIAL MIX DESIGN STRENGTH SHALL BE38.25 MPa]
2. YIELD STRENGTH OF STEEL, fy = 500 MPa(GRADE Fe 500, IS 1786)
C. COVERING
DECK:a. TOP OF DECK = 50mm b. BOTTOM OF DECK = 25mm c. SIDE OF DECK = 40mm
KERB BEAM:a. ALL SIDE = 40mm
CROSS GIRDER:a. ALL SIDE = 40mm
MAIN GIRDER:a. ALL SIDE = 40mm
RAILING:a. RAILING POST ALL SIDE = 40mm b. RAIL ALL SIDE = 25mm
REFERENCE DRAWINGS1. GENERAL NOTES FOR RCC CONSTRUCTION STD-022. REBAR CODES & SHAPE DETAILS STD-063. REINF. DETAILS OF DECK SLAB S24-C7-124. REINF. DETAILS OF CROSS GIRDER AND KERB BEAM S24-C7-14
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
REBAR SCHEDULE S24-C7-17NTS
S. HOSSAIN S. SIDDIQUE
24m SPAN RCC GIRDER(7.00m CARRIAGEWAY)
Sept., 2013
TYPE OF REBAR DIA OF REBAR
SPACINGBAR MARK
BAR MARK
20 - 05 - T 20 - 150 - EF
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
LOCATION /REMARKS
NOS.OF BAR
NOTES
A. GENERAL1. ALL DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWING. USEGIVEN DIMENSIONS ONLY.
3. DURING CONSTRUCTION OF THE WORK,THE CONTRACTOR MUST CHECK THEDIMENSIONS, LEVELS AND MEASUREMENT.DISCREPANCIES IF ANY TO BE REPORTEDTO THE ENGINEER BEFORE EXECUTION.
B. MATERIAL1. CONCRETE 28 DAYS STRENGTH IN CUBE,
f'c = 30.0 MPa. [UNLESS OTHERWISEMENTIONED IN THE SPECIFICATION,THETRIAL MIX DESIGN STRENGTH SHALL BE38.25 MPa]
2. YIELD STRENGTH OF STEEL, fy = 500 MPa(GRADE Fe 500, IS 1786)
C. COVERING
DECK:a. TOP OF DECK = 50mm b. BOTTOM OF DECK = 25mm c. SIDE OF DECK = 40mm
KERB BEAM:a. ALL SIDE = 40mm
CROSS GIRDER:a. ALL SIDE = 40mm
MAIN GIRDER:a. ALL SIDE = 40mm
RAILING:a. RAILING POST ALL SIDE = 40mm b. RAIL ALL SIDE = 25mm
REFERENCE DRAWINGS1. GENERAL NOTES FOR RCC CONSTRUCTION STD-022. REBAR CODES & SHAPE DETAILS STD-063. REINF. DETAILS OF MAIN GIRDER S24-C7-13