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SECTION VIII: DRAWINGSName of Work:
Construction of Jamkhardrang Steel Composite Bridgeon Chazam-Duskum SNH
BID. No.: DoR/RO-Tg/Works(03)
DRAWING LIST
GENERAL PLAN
COVER PAGE
DRAWING NO.DESCRIPTION
LIST OF DRAWINGS
GENERAL NOTES
SL.NO.
01
02
03
04
05
06
07
08
09
10
11
12
13
JKD-DL-01
GENERAL ELEVATION
GENERAL ARRANGEMENT DRAWINGS
GENERAL ARRANGEMENT OF GIRDERS
SECTIONAL DETAILS OF SUPER-STRUCTURE (1 OF 3)
CROSS BRACING CONNECTION DETAILS
14
WEB SPLICE DETAILS
15
FLANGE SPLICE DETAILS
RAILING DETAILS
EXPANSION JOINT DETAILS16
DRAINAGE SPOUT DETAILS
SECTIONAL DETAILS OF SUPER-STRUCTURE (2 OF 3)
SECTIONAL DETAILS OF SUPER-STRUCTURE (3 OF 3)
JKD-GN-02
JKD-GE-04
JKD-GP-05
JKD-GA-06
JKD-GA-07
JKD-SD-08
JKD-SD-09
JKD-SD-10
JKD-BC-11
JKD-WS-12
JKD-FS-13
JKD-RD-14
JKD-EJ-15
JKD-DS-16
DECK SLAB REINFORCEMENT SCHEDULE
ABUTMENT FORMS
DECK SLAB REINFORCEMENTS
DRAWING NO.DESCRIPTION
APPROACH SLAB REINFORCEMENTS
SL.NO.
17
18
19
20
21
22
23
24
25
26
JKD-SL-18
APPROACH SLAB REINFORCEMENT SCHEDULE
ABUTMENT REINFORCEMENT DETAILS (1 OF 2)
ABUTMENT REINFORCEMENT DETAILS (2 OF 2)
SEISMIC ARRESTER & BEARING PEDESTAL DETAILS
ABUTMENT AND BEARING PEDESTAL DETAILS
ABUTMENT REINFORCEMENT SCHEDULE
JKD-AS-19
JKD-AS-20
JKD-ABT-21
JKD-ABT-22
JKD-ABT-23
JKD-ABT-24
JKD-ABT-25
JKD-ABT-26
JKD-SL-17
LIST OF DRAWINGS
REBAR CODES & SHAPE DETAILSJKD-RC-03
27
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
TSHEWANG DORJI (CE, BD)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-DL-01
April 201634 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
WELDS
1. THE WELDING CONSUMABLES SHALL CONFORM TO IS:814 - 1991 AND OF STRENGTH
REQUIREMENT APPROPRIATE FOR PREHEATED HT STEEL OR UNHEATED MILD STEEL.
2. ALL FILLET WELDS ARE TO BE EXAMINED BY DYE PENETRATION TEST OR ANY
EQUALLY EFFECTIVE NON-DESTRUCTIVE TEST METHOD.
3. ALL WELDINGS TO BE CARRIED OUT BY CERTIFIED EXPERIENCED WELDERS AS PER
APPROVED WELDING PROCEDURES.
4. MEMBERS SHALL BE RIGIDLY SECURED IN JIGS AND FIXTURES WITH TEMPORARY
BOLTS DURING WELDING TO AVOID DISTORTION.
5. DURING WELDING, POSITION OF MEMBERS AND ASSEMBLY SHOULD BE SUCH THAT
OVERHEAD WELDING SHALL BE AVOIDED/ MINIMISED.
CONCRETE
CONCRETE SHALL BE OF DESIGN MIX AND SHALL HAVE MINIMUM 28 DAYS
CHARACTERISTIC CUBE STRENGTH AS FOLLOWS:
1. M35 - - FOR RCC DECK SLAB
2. M35 - - FOR KERBS AND RAILING POSTS
3. M35 - - FOR PEDESTALS AND SEISMIC ARRESTORS
4. M35 - - FOR SUBSTRUCTURE
5. M25 - - FOR APPROACH SLAB
6. M15 - - FOR PCC LEVELING CONCRETE
GENERAL NOTES
1. ALL THE DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METERS
UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THE DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING
THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE
DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO
BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4. THE STRUCTURE IS DESIGNED TO CATER THE MAXIMUM OF:
A) CLASS A LOADING - ONE, TWO
B) CLASS 70R WHEELED
5. ALL CONSTRUCTION SHALL CONFIRM TO CONTRACT SPECIFICATIONS.
6. 500 MM THICK FILTER MATERIALS TO BE PROVIDED BEHIND ABUTMENT
WALL AS PER APPENDIX 6 OF IRC:78 - 2000.
7. EXPANSION JOINT - STRIP SEAL.
8. BEARING TYPE - STEEL REINFORCED ELASTROMERIC BEARING.
9. PRE-CAMBER OF 20 MM TO BE PROVIDED DURING FABRICATION AND ERECTION
OF LONGITUDINAL GIRDERS.
STEEL
1. STEEL PLATE GIRDERS: MILD STRENGTH STEEL GIRDERS (GRADE E 250
CONFORMING TO IS:2062).
2. STIFFENERS AND BRACINGS: MILD STEEL CONFORMING TO IS: 2062.
3. STUD SHEAR CONNECTORS: SHALL CONFORM TO IRC:22-2008; FY 385 MPA, MIN.
ELONGATION 18% AND CHARACTERISTIC TENSILE STRENGTH OF 495 MPA.
FABRICATION AND ERECTION
1. FABRICATION WORKS TO BE CARRIED OUT AS PER APPROVED FABRICATION
DRAWINGS AND AS PER IRC:24, IS: 816 AND IS:1024.
2. ALL THE MEMBERS MEETING AT A JOINT SHALL BE CONNECTED AS PER DETAILS.
3. ALL BRACING GUSSETS SHALL BE 12 MM THICK UNLESS SPECIFIED OTHERWISE.
4. PAINTING OF STEEL STRUCTURE SHALL BE CARRIED OUT IN ACCORDANCE WITH
MORTH SPECIFICATIONS FOR ROAD AND BRIDGES, REVISION IV.
5. CROSS BRACING SHOULD BE PROVIDED SQUARE TO LONGITUDINAL GIRDERS.
6. ALL OBTUSE ANGLE CUTTING SHOULD BE DONE IN PROPER SHAPE AND WITHOUT
DAMAGE.
7. OVERHANG MEMBERS SHOULD BE SUITABLY SUPPORTED TO AVOID DISTORTION
DURING TRANSPORTATION.
CONSTRUCTION SEQUENCE
1. STEEL PLATE GIRDERS TO BE FABRICATED ON GROUND.
2. ALL LONGITUDINAL GIRDERS TO ERECTED AT SITE.
3. DIAPHRAGM GIRDERS AND CROSS BRACINGS TO BE FIXED.
4. THE DECK SLAB TO BE CASTED ONLY AFTER ALL BRACING AND CONNECTION WORKS
ARE COMPLETED.
BOLTS
1. WEB AND FLANGE SPLICE: 27Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).
2. DIAPHRAGM GIRDER: 22Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).
3. STIFFENER AND BRACING: 16Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).
4. HSFG BOLTS - ACTING IN FRICTION SHALL CONFORM TO IS:4000 - 1992
- BEARING AND SHEAR AS PER IRC:24 - 2001, IS:1367 - 2002
- SLIP FACTORS (=0.3) FOR FAYING SURFACES CONFORMING TO IS:4000 - 1992
REINFORCEMENT
1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH
DEFORMED BARS (MIN fy 500 MPa).
2. SCHEDULLING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.
3. SPLICES SHALL BE STAGGERED AT LEAST 600 MM AND ALL SPLICES
SHALL BE CLASS B SPLICES.
4. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO
AASHTO/2007 AS SHOWN BELOW FOR CLASS B SPLICES:
BAR DIA, mm LAP SPLICE, mm
10 300
41212
73216
926
18
114420
1384
22
178725
224728
292732
5. CLEAR CONCRETE COVER TO REINFORCEMENT SHALL BE:
- 50 MM FOR ABUTMENT WALLS &
- 30 MM FOR DECK AND APPROACH SLABS.
UNLESS OTHERWISE SPECIFIED BY ENGINEER, THIS SHALL BE
FOLLOWED THROUGHOUT THE CONSTRUCTION.
6. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT
OF CONCRETE AND DIMENSION AS PROVIDED IN DRAWINGS SHALL BE
ONLY USED TO OBTAIN THE UNIFORMITY OF CLEAR COVER THROUGH
OUT THE CONSTRUCTION.
WATER
WATER TO BE USED IN THE CONCRETING AND CURING SHALL BE
PORTABLE WATER.
SUPERVISION
CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENT
SUPERVISION ENGINEER.
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
KARMA WANGDI (EE)
JKD-GN-02
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
TSHEWANG DORJI (CE, BD)
April 2016
DETAILED LENGTH HOOK LENGTH
UNBEND HOOK LENGTH
OFFSET LENGTH
H
O
O
K
E
X
T
E
N
S
I
O
N
B
E
N
D
D
I
A
M
E
T
E
R
DETAILED LENGTH
UNBEND HOOK LENGTH
B
E
N
D
D
I
A
M
E
T
E
R
HO
OK
LE
NG
TH
HO
OK
E
XT
EN
.
1
2
BNED F + BAR F
DETAILED LENGTH
UNBEND HOOK LENGTH
B
E
N
D
D
I
A
M
E
T
E
R
1
2
BEND F + BAR F
OFFSET LENGTH
H
O
O
K
E
X
T
N
.
HOOK LENGTH
DETAILED LENGTH
UNBEND HOOK LENGTH
BEND DIAMETER
1
2
BEND F + BAR F
HOOK EXTENSION
HOOK LENGTH
OF
FS
ET
LE
NG
TH
BA
R D
IA
BA
R D
IA
BA
R D
IA
BA
R D
IA
45° HOOK
90° HOOK
135° HOOK
180° HOOK
REBAR HOOK SPECIFICATION
SHAPE CODE
SHPAE
00
a
11
b
Total Length :
a
a
Total Length :
r
a
b
d
c
51
Total Length :
2(a+b)+16d
21
b
a
c
Total Length :
a+b+c-r-2d
1
(ART. 5.10 AASHTO LRFD 2007)
REBAR
DESIGNATION
DIA, mm
AREA,
mm
2
UNIT WT.,
kg/m
REBAR TYPE
T10 10 79 0.617 IS : 1786 GRADE Fe 500
T12 12 113 0.888
TIE/STIRRUPS OTHER 90
0
135
0
90
0
180
0
T16 16 201 1.578
T10 40 60 60 75 120 65
T20 20 314 2.466
T12 48 72 72 75 144 65
T25 25 491 3.853
T16 64 96 96 96 192 65
T28 28 616 4.834
T20 - 120 240 120 240 80
T32 32 804 6.313
T25 - 150 300 150 300 100
T28 - 168 168 336 112
T32 - 256 192 384 128
1
ALL REINFORCEMENT SHALL BE COLD BEND
REBAR
DESIGNATION
BENDING DIAMETER
TIE/STIRRUPS
STANDARD HOOK EXTENSION, mm
OTHER
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
STANDARD RE-BAR PROPERTIES
(UNIT WT. 0.00785 kg / mm² /m)
IS : 1786 GRADE Fe 500
STANDARD HOOK AND BEND REQUIREMENT
SHAPE CODE AS PER ISO 4066 : 2000
LEGEND :
r = BENDING RADIUS AS PER TABLE 4
d = DIAMETER OF BAR
a/b/c/d = AS SHOWN
a+b - ½ r-d
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REBAR CODES
&
SHAPE DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-RC-03
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
Datum : 74.000
100.0
130.0
00
99.9
66
5.0
00
99.7
58
10.0
00
98.0
54
15.0
00
96.5
39
20.0
00
90.9
20
25.0
00
81.932
30.0
00
75.8
90
35.0
00
83.5
43
40.0
00
92.6
1045.0
00
98.0
76
50.0
00
98.4
55
55.0
00
98.5
36
60.0
00
98.5
65
61.783
Chainage
Elevation
STEEL GIRDERRL = 95.943 RL = 95.943
RL = 98.505(Road Level)
CH 16.2
78
CH 5
0.2
78
GENERAL ELEVATION
Existing tarrain
Future tarrainFuture tarrain
Tashigang sideDuksum side
Firm rock
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL ELEVATION
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:200
JKD-GE-04
DESIGN
DRAWN
CHECKED
APPROVED
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
KARMA WANGDI (EE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
JANGCHUK YESHI (CE)
120
125
130
135
140
145
0
5
10
15
20
25
35
30
45
40
50
55
60
27°
1278
DUKSUM SIDE (Left bank)
FLOW D
IRECTIO
N
TASHIGANG SIDE (Right bank)
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL PLAN
1:225
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-GP-05
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
1200 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1200
CL of Bearing
50010351035
34000 500
34000
5050
CL
STEEL GIRDER
of Bearing
Elastromeric Bearing
2000
web
pla
te 260 mm thk.deck slab
50 mm average thk.black topping
LEFT BANK RIGHT BANK
LONGITUDINAL ELEVATION
PLAN
HALF AT BOTTOMHALF AT TOP
7000
400
780
0
400
CA
RR
IAG
EWA
Y
1.2%
Slo
pe1.
2% S
lope
1000 4000 5000 5000 250018050
50
500 17000 17000 500 50
RAILINGSKERB
RAILINGSKERB RAILINGS
KERB
RAILINGSKERB
LEFT BANK RIGHT BANK
CL OF SYMM.
APPROACH SLAB
600100 550 5001630018050
Bearing Pedestal
Elastromeric Bearing
Seismic Arrester
Seismic Arrester
CL OF DECK
AA
AA
BB
CC
DD
Expansion Joint Expansion Joint
10353105
34800
1035 1035 10353105
Approach slab
APPROACH SLAB
100 1035 1035 1035 100
3000
250
150
7400
150
250
8200
400
7400
400
3855 34000 3855
100
3855 3855
3355 35000 3355
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL
ARRANGEMENT
DRAWING
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:150
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-GA-06
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
PLAN
HALF AT BOTTOMHALF AT TOP
CL OF SYMM.
400100 1875 1875 1875 1875 1625 1625 1625 1625 1500 1500 400 1001875187518751875162516251625162515001500
500 17000 17000 500
35000
260
50
2052
2362
9950 12400 12450
34800
Stiffener Stiffener
BearingStiffener
CrossBracing
CrossBracing
DiaphragmGirder
Shear STUD@200 mm c/c
CL of Splice CL of Splice
ELEVATION
Shear Tab
CL of Bearing CL of Bearing
500 1875 1875 1875 1875 1625 500187518751875187516251625 1625 1625 1500 1500 16251625162515001500
CLof bearing CLof stiffener CLof bracing CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffenerCLof bracing CLof bracing CLof bracing CLof bracing CLof bracing CLof bracing CLof bracing CLof bearing
Shear STUD@200 mm c/c
Shear STUD@200 mm c/c
260 mm thk.Deck Slab
CL of Splice CL of Splice
CL of Splice
CL of Splice
CL of SpliceCL of Splice
CL of Splice
CL of Splice
2200
2200
2200
600
600
3900
3900
780
0
Jack Location
Jack Location
Jack Location
600
1100
1100
1100
1100
1100
1100
600
780
0
100 150150200200
Shear Tab
Shear Tab
Detail "1"
AA
BB
CC
AA
BB
CC
EE
EE
GG
FF
12400 124509950
12450 12400 9950
1750
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL
ARRANGEMENT
OF GIRDERS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:100
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-GA-07
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
600
1100 1100 1100 1100 1100 1100
6002200 2200 2200
2052
260
300
1080
3692
400 4007000
7800
L of deck/carriagewayC
Deck width
Carriageway width
50 mm averagethickness black top
1.2% slope 1.2% slope
Drainage Spout
L of JackC L of JackC L of JackC
BearingStiffener
Shear tab Shear tabBearingStiffener
Plate Girder
L of BearingC L of BearingC L of BearingC L of BearingC
SECTION "A-A"
600
1100 1100 1100 1100 1100 1100
6002200 2200 2200
SECTION "B-B"
2052
260
300
1080
3692
400 4007000
7800
L of deck/carriagewayC
Deck width
Carriageway width
50 mm averagethickness black top
1.2% slope 1.2% slope
Drainage Spout
Stiffener
Stiffener
Plate Girder
260 mm thick deck slab 260 mm thick deck slab
ISA 100x100x8
ISA 100x100x8
ISA 100x100x8 ISA 100x100x8
ISA 100x100x8 ISA 100x100x8
ISA 90
x90x
8 ISA 90x90x8 ISA 90
x90x
8 ISA 90x90x8 ISA 90
x90x
8 ISA 90x90x8
Detail "2"
Detail "3" Detail "4"
Detail "5"
Detail "6"
600 6002200 2200 2200
SECTION "C-C"
2052
260
300
1080
3692
400 4007000
7800
L of deck/carriagewayC
Deck width
Carriageway width
50 mm averagethickness black top
1.2% slope 1.2% slope
Drainage Spout
Stiffener
Stiffener
Plate Girder
260 mm thick deck slab
Stiffener
Plate Girder
3900 3900
7800
Detail "7"
SECTION "D-D"
260
300
1080
1640
400 4007400
8200
L of deck/carriagewayC
Deck width
Carriageway width
50 mm averagethickness black top
1.2% slope 1.2% slope
260 mm thick approach slab
DIAPHRAGMGIRDER
DIAPHRAGMGIRDER
DIAPHRAGMGIRDER
Detail "7"
260
300
1080
1640
Firm rock
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SECTIONAL DETAILS
OF
SUPER-STRUCTURE
(1 OF 3)
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:50
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-SS-08
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
1212
THRU OUTTHRU OUT
1010
THRU OUTTHRU OUT
VERTICAL STIFFENER(Plate 130 x 10 thick)
1212
THRU OUTTHRU OUT
1010
THRU OUTTHRU OUT
VERTICAL STIFFENER(Plate 130 x 12 thick)
32
500
2000
20
2052
130 130 50
450
SECTION "E-E"
500
130 13032
2000
20
2052
ISA 100x100x8
ISA 90x90x8
ISA 100x100x8
SECTION "F-F"
of JackLC
1212
THRU OUTTHRU OUT
1010
THRU OUTTHRU OUT
BEARING STIFFENER(Plate 160 x 12 thick)
500
130 13032
2000
20
2052
2 ISA 200x200x16
44
1644
16
1618
8016
1912
2x2 ISA 100x100x10
6 THRU OUT
45
SECTION "G-G"
HH
II
4090
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
9040
50 75 75
100 250 100
450
100 250 100
450
100 250 100
Shear STUDS 20Ø
100 Shear STUDS 20Ø
100 Shear STUDS 20Ø
@ 200 c/c100
42 Nos. 22 dia. bolts
DIAPHRAGMGIRDER
245
245
20 20
20
1010
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:15
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-SS-09
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
SECTIONAL DETAILS
OF
SUPER-STRUCTURE
(2 OF 3)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
1618
8016
1912
2x2 ISA 100x100x10
1212
THRU OUTTHRU OUT
SECTION "H-H"
(SCALE 1:15)
100 100
360
12
66
THRU OUTTHRU OUT
360
1618
8016
1912
2 ISA 200x200x16(shear tab)
1212
THRU OUTTHRU OUT
SECTION "I-I"
(SCALE 1:15)
100 100
360
12
66
THRU OUTTHRU OUT
360
4090
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
9040
42 Nos. 22 dia. bolts
16
16
1100
2x2 ISA 200x200x16(shear tab)
2 ISA 200x200x16(shear tab)
2x2 ISA 100x100x10
THRU OUT
Bearing stiffener(plate 160x12 thk.)
360
12
1100
1100
1100
1100
1100
6600
2x2 ISA 200x200x16(shear tab)
2 ISA 200x200x16(shear tab)
Bearing stiffener(plate 160x12 thk.)
6
50
75
50 75
75 50
50
75
50
75
75 50
DETAIL "1"
(SCALE 1:35)
180 180
12
30
30
30
30
30
2x2 ISA 100x100x10
THRU OUT6
2x2 ISA 100x100x10
THRU OUT6
1690
30
1690
30
1690
245
Detail "1(a)"
Detail "1(b)"
2x2 ISA 200x200x16(shear tab)
2 ISA 200x200x16(shear tab)
Bearing stiffener(plate 160x12 thk.)
360
12
5075
75 50
30
30
30
245
55
5
DETAIL "1(b)"
(SCALE 1:20)
DETAIL "1(a)"
(SCALE 1:20)
12
12
75 507550
50
75
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:15/20/35
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-SS-10
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
SECTIONAL DETAILS
OF
SUPER-STRUCTURE
(3 OF 3)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
DETAIL "2"
30 60 60 60 30270
154060
30
35
130
30113
6060
30
30
60
60
510
109
408
190
101
161
4545
3060 60 6030
20 70
60
60
30
260
290
100
10 100
60
40 13
016
0
160
DETAIL "3"
60 60 60 55606055
6060
30
30
10
60
40
4545
271
410
70
186
10271
70
112
4545
DETAIL "4"
3060 60 6030
20 70
60
60
30
260
290
100
10 100
60
40 13
016
0
160
DETAIL "5"
260
100
100
60
4013
016
0
1607 Nos. 17.5Ø Holes
for 16Ø Bolts260 260
260
341
DETAIL "6"
30 60 60 60 30270
154060
30
35
130
30113
6060
30
30
60
60
510
109
408
190
101
161
4545
11 Nos. 17.5Ø Holesfor 16Ø Bolts
3060606030270
154060
30
35
130
408
101
4545
40
40
40
50
112
99
50
11 Nos. 17.5Ø Holesfor 16Ø Bolts
7 Nos. 17.5Ø Holesfor 16Ø Bolts
12 Nos. 17.5Ø Holesfor 16Ø Bolts
7 Nos. 17.5Ø Holesfor 16Ø Bolts
11 Nos. 17.5Ø Holesfor 16Ø Bolts
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CROSS BRACING
CONNECTION
DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:10
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-BC-11
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
60 75 75 11075 75 75 607575757575
980
1414
77
65
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
65
59
20
20
60 75 75 5575 75 75 607575757575980
1830
10 mm gap
6575755555757565
540
WEB SPLICE
55
J J
2000
32
20
2052
2x54 Nos. 27 dia. bolts
12 mm thick plate(1830x540) on both sides
14 mm thick plates
20 mm thick plates
66
THRU OUTTHRU OUT
Shear studs 20Ø@ 200 c/c
K K
Vertical stiffener
66
THRU OUTTHRU OUT
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
WEB SPLICE
DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:10
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-WS-12
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
60 75 75 75 75 75 55 60757575757555980
50
70
70
60
50
70
70
60 50020
60 75 75 75 75 75 55 60757575757555980
50
70
70
40
230
50
70
70
40
230
60 75 75 75 75 75 55 60757575757555980
60 75 75 75 75 75 55 60757575757555980
70
75
8045020
70
75
80
60 75 75 75 75 75 55 60757575757555980
70
75
60
205
70
75
60
205
60 75 75 75 75 75 55 60757575757555980
10 mm gap
10 mm gap10 mm gap
10 mm gap
TOP FLANGE SPLICE
(VIEW "J-J")
BOTTOM FLANGE SPLICE
(VIEW "K-K")
TOP PLATE
BOTTOM PLATES
2 Nos. 14 mm thickplates (980x205)
14 mm thick plate (980x450) 20 mm thick plate (980x500)
2 Nos. 20 mm thickplates (980x230)
TOP PLATES
BOTTOM PLATE
2x24 Nos. 27 dia. bolts 2x34 Nos. 27 dia. bolts
2x24 Nos. 27 dia. bolts
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
FLANGE SPLICE
DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:10
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-FS-13
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
260
300
230
250
250
135
215
560
1080
1640
200
2525150
260 mm thickdeck slab
200
100
50 mm averagethickness black top
2020
70Water drop profile
305Drainage spout
(refer Dwg. No. DZL-DS-15)
RCC Head
RCC Post(200x200)
75Ø GI Pipes
30
185
Construction joint
LL
30
260
300
230
250
250
135
215
560
1080
1640
260
300
1937517
57517
575
313
1640
1350 1350 1350
RCC Head
RCC Head
RCC Post(200x200)
RCC Post(200x200)
75Ø GI Pipes
260 mm thick deck slab50 mm average
thickness black top
DETAIL "7"
SIDE ELEVATION
VIEW "L-L"
DECK SLAB
Drainage spout RCC Post(200x200)
RCC Post(200x200)
75Ø GI Pipes
M M
PLAN
VIEW "M-M"
25
25
200
200
1350 1350 1350
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
RAILING DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:25
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-RD-14
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
TYPICAL DETAIL OF EXPANSION JOINT
(SCALE 1:3)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:3
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-EJ-15
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
EXPANSION JOINT
DETAILS
200 5205
200
5205
2 mm gap
3 m
mga
p3 m
mga
p
171
20 2 mm gap
10 10191
10
189
Total 5 steel strips10/10 - 171 mm
O
Cover 189/191 mm
Tag weldingto hold cover
O
51015
15
5 2 191 52205
5 5
5
5
75Ø
75
155
95
530
381
35 35105175
NN
5 2 191 52205
10 10171
510
75
5
1580
5
75Ø
530
381
45°
35 35105175
95
GI pipe of75 mm dia.
GI pipe of75 mm dia.
5mm thk GI plate
GI Grating/cover
5mm thk GI plate
1020
20
20
20
20
1010
1010
10
GI pipe of75 mm dia.
VIEW "N - N" SECTION "O - O"
NOTE:
i) All connections are welded connections
ii) All welds as fillet welds a=4mm
iii) All steel parts should be hot dip galvanised
5.6
6mm
5.66mm
4mm
TOTAL NUMBER OF DRAINAGE SPOUTS REQUIRED = 16 NOS.
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DRAINAGE SPOUT
DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:5
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-DS-16
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
PLAN
(SCALE 1:100)
PP
550
550
550
550
550
550
550
550
28-02(a)-T12-250-BOTT
32-04(a)-T12-250-TOP
28x2=56-02(b)-T12-250-BOTT
32x2=64-04(b)-T12-250-TOP
28x2=56-02(b)-T12-250-BOTT
32x2=64-04(b)-T12-250-TOP
28x2=56-02(c)-T12-250-BOTT
32x2=64-04(c)-T12-250-TOP
28x2=56-02(c)-T12-250-BOTT
32x2=64-04(c)-T12-250-TOP
196-01-T12-180-BOTT
177-03-T16-200-TOP
SECTION "P-P"
(SCALE 1:50)
LC50 mm average
thickness black top1.2% slope 1.2% slope
28-02(a)-T12-250-BOTT
196-01-T12-180-BOTT
32-04(a)-T12-250-TOP
177-03-T16-200-TOP
24x11=264-05-T16-1.5m -CHAIRS
177x2=354-06-T12-200-KERB
3x2=06-07(a)-T20
3x2=06-08(a)-T20
2x2=04-09(a)-T12
Detail "8"
3x2=06-07(a)-T20
3x2=06-08(a)-T20
2x2=04-09(a)-T12
177x2=354-06-T12-200-KERB
2x2=04-10-T16
2x2=04-11-T12
04-13-T10
06-12-T10-150
DETAIL "8"
(SCALE 1:25)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DECK SLAB
REINFORCEMENTS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:25/50/100
DESIGN
DRAWN
CHECKED
APPROVED
JKD-SL-17
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DECK SLAB
REINFORCEMENT
SCHEDULE
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
JKD-SL-18
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
JANGCHUK YESHI (CE)
JANGCHUK YESHI (CE)
RINCHEN KHANDU (Dy. EE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
PLAN
SECTION "Q-Q"
LC50 mm averagethickness black top
1.2% slope 1.2% slope
29x2=58-02-T12-250-BOTT
16x2=32-01-T12-200-BOTT
34x2=68-04-T12-250-TOP
16x2=32-03-T12-200-TOP
3x11X2=66-05-T16-1.5m -CHAIRS
3x2x212-07-T20
2x2x2=8-09-T12
3x2x2=12-08-T20
16x2=32-01-T12-200-BOTT
16x2=32-03-T12-200-TOP
29x2=58-02-T12-250-BOTT
34x2=68-04-T12-250-TOP
16x2x2=64-06-T20-200
300082
00
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
APPROACH SLAB
REINFORCEMENTS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:50
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-AS-19
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
JANGCHUK YESHI (CE)
RINCHEN KHANDU (Dy. EE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
APPROACH SLABS
REINFORCEMENT
SCHEDULE
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-AS-20
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
JANGCHUK YESHI (CE)
RINCHEN KHANDU (Dy. EE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
1001550 1100
100
1002650
1002850
100
1000
2252
260
100
3512
3612
SIDE ELEVATIONFRONT ELEVATION View "R - R"
RR
100800 2200 2200 2200 800
100
1004100 4100
100
1008200
100
8400
100
1000
2252
260
100
3512
3612
Seismic arrester block Seismic arrester block
Bearing seat Bearing seat
Bearing seat
330 200 20 550 1600 600 1600 600 1600
250 280
300
33020020550
250280
300560 560
100
19
300 300
600
400 600 1650
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
ABUTMENT FORMS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:35
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-ABT-21
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
JANGCHUK YESHI (CE)
RINCHEN KHANDU (Dy. EE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
REINFORCEMNT DETAILS (View "R-R")
55-10-T12-150-river side
55-09-T16-150-bacfill side
17-13-T12-150-river side16-12-T12-150-bacfill side
Legend:
backfill side
river side
11x5=55-01-T20-600/800(Rock Anchorage)
1200
18-03-T12-150-bott
55-02-T16-150-bott 3x2=6-05-T12-face reinf.
9x2=18-04-T16-chairs
18-08-T12-150-top
55-07-T12-150-top
5x2=10-17-T12-150-mesh type
17-13-T12-150-river side
16-12-T12-150-bacfill side
55-10-T12-150-river side
55-09-T16-150-bacfill side 09-16-T12-1000-spacer
09-16-T12-1000-spacer
09-16-T12-1000-spacer
02-15-T12-150-bacfill side
55-14-T12-150
3x2=6-11-T12-face reinf.
3x2=6-06-T12-side reinf.
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
ABUTMENT
REINFORCEMENT
DETAILS (I OF 2)
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:45
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-ABT-22
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
ROCK ANCHORAGE PLAN125
600 600 600
100
800
800
800
800
800
800
800
800
800
800
100
Hole diameterof atleast 32mm
11x5=55-01-T20-600/800(Rock Anchorage)
55-02-T16-150-bott
18-03-T12-150-bott
18-08-T12-150-top
55-07-T12-150-top
FOOTING REINFORCEMENT PLAN
Legend:
top bar
bottom bar600 125
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:45
JKD-ABT-23
DESIGN
DRAWN
CHECKED
APPROVED
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
ABUTMENT
REINFORCEMENT
DETAILS (2 OF 2)
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
PLAN
SIDE ELEVATION
FRONT ELEVATION
400
200 200
300
400
300
3-18-T20 4-19-T20
3-20-T12-100 3-20-T20-100
SIDE REINF. DETAILS
FRONT REINF. DETAILS
PLAN REINF. DETAILS
4-19-T20
3-18-T20
1000
1000
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:10
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-ABT-24
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
SEISMIC ARRESTER
DETAILS
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
1001550 1100
100
1002650
1002850
100
4100
4100
100
100
8200
100
8400
PLAN
500 300 300 1650 100
100
800
2200
2200
2200
800
100
PLAN
330
200
7140
200
330
100
100
Seismic arrester block
Seismic arrester block
Bearing seat
Bearing seat
Bearing seat
20
560
20
20560 20
560
560
600
550
400
200
20
THE SIZE OF BEARING PEDESTAL/ BEARING SEATWOULD CHANGE AS PER MANUFACTURER'S DESIGNREQUIREMENTS.
NOTE:
20
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:45
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-ABT-25
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
ABUTMENT AND
BEARING PEDESTAL
DETAILS
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
ABUTMENT
REINFORCEMENT
SCHEDULE
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
JKD-ABT-26
34 M SPAN STEEL
COMPOSITE BRIDGE
(7.0 m carriageway width)
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
TSHEWANG DORJI (CE, BD)
April 2016JAMKHARDRANG
ZAM
On Tashigang - Tashi
Yangtse Road