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CONSTRUCTION OF BARAREY BAILEY BRIDGE ON NICHULA GC ROAD,SARPANG REGIONAL OFFICE
NOVEMBER, 2017 DATE
DRS 120 ft 3.227m
DETAIL DESIGN DRAWINGS
SPAN CARRIAGE WAY
SHEET CONTENTS :
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
BB-DL-01
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
REBAR CODES & SHAPE DETAILS
BB-GN-02
7
6
5
4
3
BB-DL-01DRAWING LIST2
COVER PAGE1
DRAWING NUMBERDESCRIPTION SL
GENERAL NOTES
DRAWING LIST
8
GENERAL ELEVATION 01
14
13
12
11
10
9
15
16
GENERAL PLAN 01
GENERAL PLAN 02
REINFORCEMENT DETAILS OF RIGHT ABUTMENT
17
REINFORCEMENT VIEW "1-1" & ANCHORAGE PLAN OF THE RIGHT ABUTMENT
BAR BENDING SCHEDULE OF LEFT ABUTMENT
GENERAL ELEVATION 02
FOOTING PLAN & SIDE ELEVATION OF LEFT ABUTMENT
REINFORCEMENT DETAILS OF THE LEFT ABUTMENT
FRONT REINFORCEMENT DETAILS, VIEW "G-G" & VIEW "F-F" OF LEFT THE ABUTMENT
SECTION & REINFORCEMENT DETAILS OF LEFT RETURN WALL
FOOTING PLAN, BEARING PLAN & SIDE ELEVATION OF RIGHT ELEVATION
BB-RCSD-03
BB-GP01-04
BB-GP02-05
BB-GE01-06
BB-GE02-07
BB-ABT-08
BB-ABT-09
BB-ABT-10
BB-ABT-11
BB-ABT-12
BB-ABT-13
BB-ABT-14
BB-ABT-15
BB-ABT-16
18
19
20
21
BAR BENDING SCHEDULE OF LEFT ABUTMENT
BAR BENDING SCHEDULE OF LEFT RETURN WALL
BAR BENDING SCHEDULE OF RIGHT ABUTMENT
BB-ABT-17
BB-ABT-18
BB-ABT-19
BB-ABT-20
22
23
RRM WALL OF BOTH THE ABUTMENTS BB-ABT-21
BB-ABT-22
FRONT ELEVATION & SECTION "A-A" OF LEFT ABUTMENT
GABION WALL OF BOTH THE ABUTMENTS
REINFORCEMENT SECTION & PLAN OF LEFT RETURN WALL
GENERAL NOTES FOR RCC CONSTRUCTION WORK
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 CHAINAGES, 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. ABUTMENTS OF THE BRIDGE IS DESIGNED AS PER IRC - 21 & IS 456 USING MIDAS CIVIL.
5. LOADING: CLASS 24R AS PER IRC.
B. CONCRETE
UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTED
BY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER THE RELATED SECTION
OF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:
APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE
(28 DAYS) IN MPa
REINFORCED CONCRETE (RCC)
FOOTING SLAB, ABUTMENT & RETURN WALL. M25
PLAIN CEMENT CONCRETE (PCC)
FOR LEVELING. M10
*** UNLESS OTHERWISE MENTIONED IN THE SPECIFICATION,
THE TRIAL MIX DESIGN STRENGTH SHALL BE 31.6 MPa.
C. 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. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO
AASHTO/2007. IF 50% OF REINFORCEMENT IS TO BE SPLICED PROVIDE
CLASS B AND FOR 100% SPLICING PROVIDE CLASS C AS SHOWN BELOW:
BAR DIA
mm
10 300
41212
73216
926
18
114420
1384
22
178725
224728
292732
4. CLEAR CONCRETE COVER TO REINFORCEMENT IS AS FOLLOW.
UNLESS OTHERWISE SPECIFIED BY ENGINEER,
THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.
ABUTMENT (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN REINFORCEMENT)
RETURN WALL (ALL SIDES) = 75MM
5. 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.
D. WATER
WATER TO BE USED IN THE CONCRETING AND CURING SHALL BE
PORTABLE WATER.
E. SUPERVISION
CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENT
SUPERVISION ENGINEER.
374
538
957
1211
1495
1809
2337
2931
3828
DEV.
LENGTH, mm
SPLICE LENGTH, mm
CLASS ACLASS B
CLASS C
300
317
563
713
880
1064
1374
1724
2252
220
317
563
713
880
1064
1374
1724
2252
SHEET CONTENTS :
GENERAL NOTES
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
BB-GN-02
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
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
TABLE 3 : STANDARD RE-BAR PROPERTIES
(UNIT WT. 0.00785 kg / mm² /m)
IS : 1786 GRADE Fe 500
TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
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
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
NOTES
A. GENERAL
ALL THE DIMENSIONS ARE IN
MILLIMETER UNLESS
OTHERWISE SPECIFIED.
B. SHAPE CODE & BAR SHAPE
THE STANDARD SHAPE CODES AND
ITS METHOD OF MEASUREMENT
HAVE BEEN PREPARED AS PER
EUROPEAN STANDARD BS EN ISO
4006 : 2000.
BAR MARK
40-01-T20-150-BOTT.
NOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/
REMARK
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
SHEET CONTENTS :
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
BB-RCSD-03
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
Station Coordinate ListStation No. Easting Northing Elevation
A 25000.000 50000.000 200.000
DP01
DP02
DP03
24988.323 49997.447 202.213
25010.914 50046.523 201.091
25020.177 49976.264 202.731
0.000
5.000
10.000
15.000
20.000
25.000
30.000
34.854
200
200
200
200
205
205
205
205
210
210
210
210
210
215
215
215
215
220
220
220
220
225
220
220
220
225225
225
225 225
225
E24950 E24950
E24975 E24975
E25000 E25000
E25025 E25025
E25050 E25050
N49925
N49925
N49950
N49950
N49975
N49975
N50000
N50000
N50025
N50025
N50050
N50050
BararayVillage
AllayVillage
DP01
DP02
DP03
Existing Suspension Bridge
120'
+ 2
.25'
' (B
eari
ng to
Bea
ring
)
FLOW DIRECTION FLOW DIRECTION
A
120
FT D
OU
BL
E S
ING
LE
RE
INFO
RC
ED
BA
ILE
Y T
YPE
ST
EE
L T
RU
SS B
RID
GE
BOULDER FILLING
GABION WALLGABION WALL
FILLING
RRM WALL
RRM WALL
FILLING
RIGHT ABUTMENT
LEFT ABUTMENT
10000
10000
SHEET CONTENTS :
GENERAL PLAN 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:500
BB-GP01-04
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
Station Coordinate List
0.000
5.000
10.000
15.000
20.000
25.000
30.000
34.854
200
205
210
210
215
215
220
225
220
220
BararayVillage
DP01
DP02
DP03
Existing Suspension Bridge
120'
+ 2
.25'
' (B
eari
ng to
Bea
ring
)
FLOW DIRECTION FLOW DIRECTION
A
120
FT D
OU
BL
E S
ING
LE
RE
INFO
RC
ED
BA
ILE
Y T
YPE
ST
EE
L T
RU
SS B
RID
GE
BOULDER FILLING
GABION WALLGABION WALL
FILLING
RRM WALL
RRM WALL
FILLING
RIGHT ABUTMENT
LEFT ABUTMENT
10000
10000
SHEET CONTENTS :
GENERAL PLAN 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:250
BB-GP02-05
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
Datum : 198.000
201.567
0.0
00
200.6
58
5.0
00
199.9
86
10.0
00
199.4
74
15.0
00
199.197
20.0
00
199.183
20.3
64
198.7
71
25.0
00
198.3
28
26.4
58
199.2
1426.6
27
201.423
26.7
45
202.5
93
26.7
60
203.2
25
30.0
00
204.0
03
34.8
54
Chainage
Elevation
LWL=199.183
HFL=201.567
CH
:32.
139
CH
:-3.8
88
TOP OF FOOTING SLABRL= 198.567
BOTTOM OF FOOTING SLABRL= 197.367
BOULDER FILLING
120' + 2.25'' (Bearing to Bearing)
120 FT DOUBLE SINGLE REINFORCED BAILEY TYPE STEEL TRUSS BRIDGE
BOTTOM OF STONE SOILINGRL= 203.267
BEARING LEVELRL= 205.717
BEARING LEVELRL= 205.717
ABUTMENT CAPRL= 205.367
BOTTOM OF STONE SOILINGRL= 197.267
BOTTOM OF STONE SOILINGRL= 203.150
TOP OF SLABRL= 205.367
BOTTOM OF FOOTING SLABRL= 203.367
280
0
SHEET CONTENTS :
GENERAL ELEVATION 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:160
BB-GE01-06
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
Datum : 198.000
0.0
00
5.0
00
10.0
00
15.0
00
20.0
00
20.3
64
25.0
00
26.4
58
26.6
27
26.7
45
26.7
60
30.0
00
34.8
54
Chainage
LWL=199.183
HFL=201.567
CH
:32.
139
CH
:-3.8
88
TOP OF FOOTING SLABRL= 198.567
BOTTOM OF FOOTING SLABRL= 197.367
BOULDER FILLING
120' + 2.25'' (Bearing to Bearing)
120 FT DOUBLE SINGLE REINFORCED BAILEY TYPE STEEL TRUSS BRIDGE
BOTTOM OF STONE SOILINGRL= 203.267
BEARING LEVELRL= 205.717
BEARING LEVELRL= 205.717
ABUTMENT CAPRL= 205.367
TOP OF SLABRL= 205.367
BOTTOM OF FOOTING SLABRL= 203.367
SHEET CONTENTS :
GENERAL ELEVATION 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:120
BB-GE02-07
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
℄ OF BEARING
RCC
Dirt
wal
l
500
400
900
DETAIL
B
DETAIL "A"Scale: 1:40
1860
400 250980230
1200
350mm TH Concrete Block
504
118
622
200 200400
DETAIL "B"Scale: 1:15
100
6000
100
1002100 1200
100
2700 600 1200
3300 1200
Out
line
of a
butm
ent c
ap (r
iver
side
)O
utlin
e of
abu
tmen
t ste
m (r
iver
side
)
Out
line
of a
butm
ent s
tem
(bac
kfill
side
)
3304500
870
250
250
250
250
FOOTING PLANScale: 1:45
4700
5000
500
500
Out
line
of a
butm
ent C
ap (b
ackf
ill si
de)
1770 1860 870
C LO
F BE
ARIN
G
C LO
F AB
UTM
ENT
300
1002100 1200
1001200
4500
Construction Joint
100
1200
C LO
F AB
UTM
ENT
5900
500
400
8000
550
1500
1500
1500
1500
250
750 750300300
550 1000 550
SIDE ELEVATIONScale: 1:45
DIRT WALL IN RRM TO BECONSTRUCTED AFTER BRIDGESUPERSTRUCTURE IS LAUNCHED
DETAILA
350mm TH Concrete Block
CL OF BEARING
SHEET CONTENTS :
FOOTING PLAN & SIDE
ELEVATION OF
LEFT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-08
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
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. [UNLESS
OTHERWISE MENTIONED IN THE
SPECIFICATION, THE TRIAL MIX
DESIGN STRENGTH SHALL BE 31.6 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.
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 25-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
1003000 3000
1006000
100
1200
5900
500
400
1500
1500
1400
1500 1500
1500
15001500
750 1500 1500
C
750
LOF
ABU
TMEN
T
Weep holesø 11 cm HDPE pipes1 in 20 slope
Construction joint
A
A
1500
622
8350
1200
9072
FRONT ELEVATIONScale: 1:45
350
350mm TH Concrete Block
DIRT WALL
1500
100
2100 1200 1200
1004500
Construction joint
100
1200
500
400
CL OF BEARING
1500
1500
1400
500
1000
Filter materials50 cm thick
Weep holesø 11 cm HDPE pipes1 in 20 slope
5900
8000
4700
SECTION "A-A"Scale: 1:45
680
0
580
0
DIRT WALL IN RRM TO BECONSTRUCTED AFTER BRIDGESUPERSTRUCTURE IS LAUNCHED
350mm TH Concrete Block
C LO
F AB
UTM
ENT
SHEET CONTENTS :
FRONT ELEVATION &
SECTION "A-A" OF
LEFT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BB-ABT-09
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017
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. [UNLESS
OTHERWISE MENTIONED IN THE
SPECIFICATION, THE TRIAL MIX
DESIGN STRENGTH SHALL BE 31.6 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 WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 25-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
40-01-T25-150-BOTT.23-03-T20-200-BOTT.
2x4=8-07(A&B)-T16- EQ-FACE
4-05(A)-T16-EQ-FACE
4-05(B)-T16-EQ-FACE
5x9=45-06(B)-T12-STIRRUPS
5x10=50-6(A)-T12-STIRRUPS
40-02-T20-150-TOP23-04-T20-200-TOP
40-8(A)-T25-150-BS
40-08(B)-T20-150-RS
4x2=8-13(A&B)-T16-EQ-FACE
30-09(A)-T20-200-BS
30-9(B)-T20-200-RS8x10=80-14(A)-T12- (STIRRUPS)
7x9=63-14(B)-T12- (STIRRUPS)
8-12-T16-200-AC
6-10-T20-200-AC
10-16-T12-280 (STIRRUPS)
9-15-T12-280(STIRRUPS)
G G
31-11-T20-200-AC
800 800 800
800
800
REINFORCEMENT DETAILScale: 1:45
880 600
600
400
7-17-T20-200-AC
40-18-T16-150-CB
9-19-T16-200-CB
LEGEND:
* AC - ABUTMENT CAP
* DW - DIRT WALL
* BS - BACKFILL SIDE
* RS - RIVER SIDE
* EQ - EQUAL DISTANCE
* BOTT. - BOTTOM
* VS-VALLEY SIDE
* BC-CONCRETE BLOCK
SHEET CONTENTS :
REINFORCEMENT
DETAIL OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BB-ABT-10
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017
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. [UNLESS
OTHERWISE MENTIONED IN THE
SPECIFICATION, THE TRIAL MIX
DESIGN STRENGTH SHALL BE 31.6 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 WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 25-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
01 03 05(A&B)
7(A)
X
X
FF
7(B)
0204
06(A)
06(B)
40-8(A)-T25-150-BS
40-08(B)-T20-150-RS
30-0
9(A)
-T20
-200
-BS
30-9
(B)-T
20-2
00-R
S
6-10-T20-200-AC
REINFORCEMENT DETAIL FRONT VIEWScale: 1:45
DIRT WALL
350mm TH Concrete Block
7-17-T20-200-AC
14(B)
14(A)
30-9(B)-T20-200-RS
40-08(B)-T20-150-RS
40-8(A)-T25-150-BS 30-09(A)-T20-200-BS
13(A) 13(B)
600 600
VIEW "F-F"Scale: 1:40
23-03-T20-200-BOTT.
23-04-T20-200-TOP
40-0
1-T2
5-15
0-BO
TT.
40-0
2-T2
0-15
0-TO
P
VIEW "G-G"Scale: 1:50
LEGEND:
* AC - ABUTMENT CAP
* DW - DIRT WALL
* BS - BACKFILL SIDE
* RS - RIVER SIDE
* EQ - EQUAL DISTANCE
* BOTT. - BOTTOM
* VS-VALLEY SIDE
* BC-CONCRETE BLOCK
LEGEND
TOP BAR
BOTTOM BAR
LEGEND
RIVER SIDE BAR
BACKFILL SIDE BAR
SHEET CONTENTS :
FRONT REINF. DETAIL,
VIEW "G-G" & VIEW "F-F"
OF LEFT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BB-ABT-11
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017
550
1500
1500
1500
1500
250
500 500
680
0
SECTION OF RETURN WALLScale: 1:40
Filter materials50 cm thick
Weep holesø 11 cm HDPE pipes1 in 20 slope
LEGEND
VALLEY SIDE BAR
BACK SIDE BAR
14-01-T20-250-BS
14-02-T16-250-VS
28-03-T16-250-BS
28-04-T16-250-VS
13x6=78-05-T12-500-SPACER
REINFORCEMENT DETAILSScale: 1:40
SHEET CONTENTS :
SECTION &
REINFORCEMENT
DETAIL OF LEFT
RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BB-ABT-12
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017
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. [UNLESS
OTHERWISE MENTIONED IN THE
SPECIFICATION, THE TRIAL MIX
DESIGN STRENGTH SHALL BE 31.6 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 WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 25-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
14-0
1-T2
0-25
0-BS
14-0
2-T1
6-25
0-VS 28
-03-
T16-
250-
BS
28-0
4-T1
6-25
0-VS
REINFORCEMENT SECTION OF RETURN WALLScale: 1:45
350mm TH Concrete Block
LEGEND
VALLEY SIDE BAR
BACK SIDE BAR
28-04-T16-250-VS
28-03-T16-250-BS
14-01-T20-250-VS
14-02-T16-250-BS
13x6
=78-
05-T
12-
500-
SPAC
ER28-06-T16-250-HAUNCH
REINFORCEMENT PLAN OF RETURN WALLScale: 1:25
SHEET CONTENTS :
REINFORCEMENT
SECTION & PLAN OF
LEFT RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan REVISED
BB-ABT-13
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017
℄OF
ABU
TMEN
T
℄OF
BEAR
ING
FOOTING PLANScale:1:35
℄OF
ABU
TMEN
T
℄OF
BEAR
ING
SIDE ELEVATIONScale:1:30
3937
457
574
457
575
1400
900
1400
900
2997
102
102
BEARING PLANScale:1:30
℄OF
BEAR
ING
BEARING DETAILScale:1:30
5341316250
400
1566 934
350
2250
SHEET CONTENTS :
FOOTING PLAN,
BEARING PLAN & SIDE
ELEVATION OF
RIGHT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-14
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
REINFORCEMENT DETAILSScale:1:20
40-01-T25-ANCHOR
46-02-T20-130-BOTT.
18-04-T20-130-BOTT.
8-07(A)-T16-EQ-FACE 8-07(B)-T16-EQ-FACE
8x2=16-08(A&B)-T16- EQ-FACE
46-03-T20-130-TOP
18-05-T20-130-TOP
3x10=30-06-T16-CHAIRS
46-10-T16-130-CB
16-09-T16-130-CB
1370
SHEET CONTENTS :
REINFORCEMENT
DETAILS OF RIGHT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-15
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
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. [UNLESS
OTHERWISE MENTIONED IN THE
SPECIFICATION, THE TRIAL MIX
DESIGN STRENGTH SHALL BE 31.6 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.
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 25-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
REINFORCEMENT VIEW "1-1"Scale:1:30
46-02-T20-130-BOTT.
18-04-T20-130-BOTT.
18-05-T20-130-TOP
46-03-T20-130-TOP
Anchor Hole should beminimum of 32mm Dia
ANCHORAGE PLANScale:1:30
LEGEND
BOTTOM BAR
TOP BAR
SHEET CONTENTS :
REINFORCEMENT
VIEW "1-1" &
ANCHORAGE PLAN OF
RIGHT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-16
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
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. [UNLESS
OTHERWISE MENTIONED IN THE
SPECIFICATION, THE TRIAL MIX
DESIGN STRENGTH SHALL BE 31.6 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.
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 25-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
a cb
a cb
a cb
a cb
a cb
c
ab
c
ba
ac d
eb
SHEET CONTENTS :
BAR BENDING
SCHEDULE OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-17
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
a cba
b
c
ab
c
ab
c
ab
c
a cb
a cb
a cb
SHEET CONTENTS :
BAR BENDING
SCHEDULE OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-18
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
a cb
ba c
a
b
c
c
b
a
SHEET CONTENTS :
BAR BENDING
SCHEDULE OF RIGHT
RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-19
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
a
b
cab
ca b
cab
cab
a e
db
c
a cb
a cb
SHEET CONTENTS :
BAR BENDING
SCHEDULE OF RIGHT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
BB-ABT-20
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Nov., 2017
2888
B A
B
A
1000 1500 1500 1000
2501500 1500 1500
250
250
1500 1500 1500 250
1000 1500 1500 1000
5200
5000
3188
300
52005000
ELEVATION OF LEFT WING WALL
Scale: 1:90
500 1500 1500 1500 1500 1500 1500 500
1250 1500 1500 1500 1500 1500 1250
B
B
1010010000
2888
300
ELEVATION OF LEFT WING WALL
Scale: 1:70
100mm thick PCC M1020mm agg.
100mm thick PCCM10, 40mm agg.
100x100mm weepholes@ 1.5m c/c
8772
RRM in cement mortar 1:4
979
1500
1500
SECTION "A-A"Scale:1:65
1500
200mm thickstone soiling
600
500mm filter mediawith approved materials
500
Back filling by usingselected subgradematerials
9464
1500
1500
5770
544
845
1500
21022302100
SECTION "B-B"Scale:1:40
100
2400
2889
3189
300
NOTES
1. RANDOM RUBBLE MASONRY (RRM) WING WALL
SHOULD BE PROVIDED AS SHOWN IN THE DRAWING
AT BOTH BANKS OF THE RIVER AND ON BOTH
UPSTREAM AND DOWN STREAM SIDES OF THE
BRIDGE.
2. THE QUANTITY OF WING WALL AS MENTIONED IN
THE BoQ MAY VARY AS PER REQUIREMENT
DURING THE TIME OF CONSTRUCTION.
3. THE WEEP HOLES OF (150 X 150) TO BE PROVIDED
IN THE WING WALL AS PER THE REQUIREMENT
DURING THE TIME OF CONSTRUCTION.
4. THE BASE OF THE WING WALL SHOULD BE ON
FIRM GROUND. AVOID FROM CONSTRUCTING
WING WALL ON FILL UP SOIL.
SHEET CONTENTS :
RRM WALL DETAILS OF
BOTH THE ABUTMENTS
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BB-ABT-21
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017
5th Layer
4th Layer
3rd Layer
2nd Layer
1st Layer
PLAN OF GABION WALL
Scale: 1:65
TYPICAL CROSS SECTION OF GABION WALL
Scale: 1:30
1st Layer
2nd Layer
3rd Layer
4th Layer
5th Layer
SHEET CONTENTS :
PLAN & TYPICAL
SECTION OF GABION
WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BB-ABT-22
BAILEY TYPE STEEL TRUSS BARAREY BRIDGE
[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]
On Nichula GC Road
under Sarpang Regional Office
Nov., 2017