CONSTRUCTION OF GANGCHITPO BAILEY BRIDGE ON SILAMBI-NAGORGC ROAD, LINGMITHANG REGIONAL OFFICE
OCTOBER., 2017 DATE
DS 80 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
GB-DL-01
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
REBAR CODES & SHAPE DETAILS
GB-GN-02
7
6
5
4
3
GB-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 SECTION & REINFORCEMENT SIDE VIEW OF LEFT ABUTMENT
17
REINFORCEMENT PLAN OF RETURN WALL
BAR BENDING SCHEDULE OF LEFT ABUTMENT
GENERAL ELEVATION 02
SIDE ELEVATION & FRONT ELEVATION OF LEFT ABUTMENT
SECTIONAL ELEVATION & REINFORCEMENT VIEW "1-1-" OF LEFT ABUTMENT
REINFORCEMENT DETAILS OF LEFT ABUTMENT
FRONT REINFORCEMENT VIEW & SECTION "E-E" OF LEFT ABUMENT
SPACER PLAN & SECTION OF LEFT ABUTMENT
GB-RCSD-03
GB-GP01-04
GB-GP02-05
GB-GE01-06
GB-GE02-07
GB-ABT-08
GB-ABT-09
GB-ABT-10
GB-ABT-11
GB-ABT-12
GB-ABT-13
GB-ABT-14
GB-ABT-15
GB-ABT-16
18
19
20
21
BAR BENDING SCHEDULE OF LEFT RETURN WALL
SIDE ELEVATION & FRONT ELEVATION OF RIGHT ABUTMENT
FOOTING & BEARING PLAN OF RIGHT ABUTMENT
GB-ABT-17
GB-ABT-18
GB-ABT-19
GB-ABT-20
22
23
25
REINFORCEMENT DETAILS OF RIGHT ABUTMENT
PLAN OF ANCHORAGE BAR & REINFORCEMENT VIEW "1-1" OF RIGHT ABUTMENT
PLAN OF RRM WING WALL
GB-ABT-21
GB-ABT-22
GD-ABT-24
FOOTING & BEARING PLAN OF LEFT ABUTMENT
ELEVATION & SECTION OF WING WALL
24
BAR BENDING SCHEDULE OF RIGHT ABUTMENT
GB-ABT-23
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
GB-GN-02
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
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 :
REBAR CODES &
SHAPE DETAILS
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
GB-RCSD-03
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
CO-ORDINATES
Reference East North Elevation
Description
BM01 998.889 523.269 107.039
BM02 1001.292 497.555 100.179
bench mark
bench mark
STN01 1000.000 500.000 100.000 instrument station
Alignm
ent
95
95
100
100
100
105 105
975
1000
1025
1050
500500
525525
LEGEND
INSTRUMENT STATION
BENCH MARK
R15000
80' +
2.2
5'' (
Bea
ring
to B
eari
ng)
80 F
T D
OU
BL
E S
ING
LE
BA
ILE
YT
YPE
ST
EE
L T
RU
SS B
RID
GE
0.000
2.068
3.7624.8745.000
10.000
15.000
17.027
17.304
20.00020.220
22.01122.847
25.000
25.584
29.96930.00030.709
CH:-1.691
CH:22.846
R15000
FILLING
RRM W
ALL TOP
LEFT ABUTMENT
RIGHT ABUTMENT
FLOW DIRECTIONFLOW DIRECTION
GENERAL PLAN 01
STN01
BM02
BM01
RR
M W
AL
L T
OP
FLOW DIRECTION
LINE OF LOW WATER LEVEL
LINE OF LOW WATER LEVEL
LINE OF LOW WATER LEVEL
EDGE LINE
EDGE LINE
EDGE LINE
BOULDER FILLING
SHEET CONTENTS :
GENERAL PLAN 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:250
GB-GP01-04
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Alignm
ent
105
R15000
80' +
2.2
5'' (
Bea
ring
to B
eari
ng)
80 F
T D
OU
BL
E S
ING
LE
BA
ILE
YT
YPE
ST
EE
L T
RU
SS B
RID
GE
0.000
2.068
3.7624.8745.000
10.000
15.000
17.027
17.304
20.00020.220
22.01122.847
25.000
25.584
29.96930.000
CH:-1.691
CH:22.846
R15000
FILLING
RRM W
ALL TOPLEFT ABUTMENT
RIGHT ABUTMENT
FLOW DIRECTIONFLOW DIRECTION
STN01BM02
BM01
RR
M W
ALL TO
P
FLOW DIRECTION
LINE OF LOW WATER LEVEL
LINE OF LOW WATER LEVEL
LINE OF LOW WATER LEVEL
EDGE LINE
EDGE LINE
EDGE LINE
GENERAL PLAN 02
BOULDER FILLING
SHEET CONTENTS :
GENERAL PLAN 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:170
GB-GP02-05
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Datum : 95.000
99.7
06
0.0
00
100.0
00
2.0
68
99.6
39
3.7
62
99.126
4.8
74
99.0
85
5.0
00
97.4
58
10.0
00
95.8
31
15.0
00
95.171
17.0
27
95.8
03
17.3
04
102.6
97
20.0
00
103.2
61
20.2
20
103.0
59
22.0
11
104.0
24
22.8
47
105.0
40
25.0
00
105.3
1525.5
84
107.0
70
29.9
69
107.113
30.0
00
108.0
83
30.7
09
chain
age
elev
ation
Horizontal Scale 1 : 400Vertical Scale 1 : 400
INSTRUMENT STATION
CH
:-1.6
91
1691
CH
:22.
846
835
3259
80' + 2.25'' (Bearing to Bearing)80 FT DOUBLE SINGLE BAILEY TYPE STEEL TRUSS BRIDGE
TOP OF FOOTING SLABRL= 98.706
BOTTOM OF PCC SLABRL= 97.606
BEARING LEVELRL= 103.706
BEARING LEVELRL= 103.706
BOTTOM OF PCC SLABRL= 102.606
EXISTING ROAD LEVELRL= 102.108
EXISTING ROAD LEVELRL= 109.039
FINISHED ROAD LEVEL
FINISHED ROAD LEVEL
DIRT WALL TOPRL= 104.328
FINISHED TERRAINFINISHED TERRAIN
HFL=97.659
LWL=96.159
GENERAL ELEVATION 01
DIRT WALL TOPRL= 104.328
1501
10200
5100
BOULDER FILLING
SHEET CONTENTS :
GENERAL ELEVATION 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:140
GB-GE01-06
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Datum : 95.000
INSTRUMENT STATION
CH
:-1.6
91
CH
:22.
846
3259
80' + 2.25'' (Bearing to Bearing)80 FT DOUBLE SINGLE BAILEY TYPE STEEL TRUSS BRIDGE
TOP OF FOOTING SLABRL= 98.706
BOTTOM OF PCC SLABRL= 97.606
BEARING LEVELRL= 103.706
BEARING LEVELRL= 103.706EXISTING ROAD LEVEL
FINISHED ROAD LEVEL
DIRT WALL TOPRL= 104.328
FINISHED TERRAINFINISHED TERRAIN
HFL=97.659
LWL=96.159
GENERAL ELEVATION 02
DIRT WALL TOPRL= 104.328
BOULDER FILLING
SHEET CONTENTS :
GENERAL ELEVATION 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:80
GB-GE02-07
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
SIDE ELEVATIONScale:1:35
42004000
2000 1000 1000100 100
5000
1000
100
6000
6100
300
300
4400
1000
1000
1000
1000
1000
800
200
200800 800
200
600 800 600
534 900
℄of Bearing
834
DIRT WALL TO BE CONSTRUCTED AFTERBRIDGE SUPERSTRUCTURE IS LAUNCHED
FRONT ELEVATIONScale:1:35
62006000
750 1500 1500 1500 750
1500 1500 1500 1500
1300
1500
1500
1322
1000
6000
1000
5000
622
6622
6722
100500 5000 500
100 100
℄OF
ABU
TMEN
T
Weep holesø 11 cm HDPE pipes1 in 20 slope
Construction joint
SHEET CONTENTS :
SIDE ELEVATION &
FRONT ELEVATION OF
LEFT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-08
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
FOOTING PLANScale:1:35
42004000
100 100
2400
600 10002000 400
1600
6200
6000
5000
500
500
100
100
250
250
250
250
℄of A
butm
ent ℄o
f Bea
ring
Fron
t out
line
of D
irt W
all
Bac
k ou
tline
of A
butm
ent S
tem
Fron
t out
line
of A
butm
ent S
tem
BEARING PLANScale:1:35
42004000
100 100
2400
600 10002000 400
1600
6200
6000
5000
500
500
100
100
250
250
250
250
3937
457
574
457
575
1400
900
1400
900
Out
line
of A
butm
ent C
ap
2997
102
102
622
200 200
504
118
DIRT WALL DETAILSScale: 1:15
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 20-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
SHEET CONTENTS :
FOOTING & BEARING
PLAN OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-09
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
SECTIONAL ELEVATIONScale:1:35
1300
1500
1500
3900
1100
500
4000
2000 1000 1000
4200100 100
1000
5000
6000
6100
100
REINFORCEMENT VIEW "1-1"Scale:1:30
40-0
1-T2
0-15
0-BO
TT.
40-0
2-T1
6-15
0-TO
P.
27-03-T16-150-BOTT.
27-04-T16-150-TOP.
LEGEND
BOTTOM 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. [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 20-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
SHEET CONTENTS :
SECTIONAL ELEVATION
& REINFORCEMENT
VIEW "1-1" OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-10
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
REINFORCEMENT DETAILSScale:1:30
500
40-01-T20-150-BOTT.27-03-T16-150-BOTT.
3x2=6-07(A&B)-T12-EQ-FACE
3-05(A)-T12-EQ-FACE 3-05(B)-T12-EQ-FACE2x4=8-06(B)-T12-CHAIRS
3x4=12-6(A)-T12-CHAIRS
40-02-T16-150-TOP27-04-T16-150-TOP
40-8(A)-T20-150-BS
40-08(B)-T16-150-RS
3x2=6-13(A&B)-T12-EQ-FACE
34-09(A)-T16-150-BS
30-9(B)-T16-150-RS
8x10=80-14-T12-600-SPACER
8-10-T16-150-AC40-11-T16-150-AC
11-12-T16-150-AC
11
15001500
880 570
SHEET CONTENTS :
REINFORCEMENT
DETAILS OF LEFT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-11
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
FRONT REINFORCEMENT VIEWScale:1:35
6(A)
6(B)
01
7(A) 7(B)
03
020405(A&B)
450 1500 1500 1500
1500 1500 1350
31-11-T20-200-RS
40-08(A)-T20-150-BS
34-9(A)-T16-150-BS
30-9(B)-T16-150-RS EE
40-08(B)-T16-150-RS
DIRT WALL IN RRM
SECTION "E-E"Scale: 1:40
1000
6000
08(A)
08(B)
09(A)
09(B) & 10
14
LEGEND
BACKFILL SIDE BAR
RIVER SIDE BAR
SHEET CONTENTS :
FRONT
REINFORCEMENT
VIEW & SECTION "E-E"
OF LEFT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-12
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
14
09(A) 09(B)& 10
SPACER PLANScale:1:30
50
50
600
600
600
600
SECTION OF RETURN WALLScale:1:30
200
1700
1500
1500
300
Weep holesø 11 cm HDPE pipes1 in 20 slope
Filter materials50 cm thick
5000
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)
RETURN WALL = 75MM
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 20-150-BACK.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
SHEET CONTENTS :
SPACER PLAN &
SECTION OF RETURN
WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-13
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
REINFORCEMENT SECTION OF RETURN WALLScale:1:30
200
200
8-01-T16-250-BS
8-02-T16-250-VS
34-03-T12-150-BS
34-04-T12-150-VS
8x4=32-05-T12-600-SPACER
REINFORCEMENT SIDE VIEW OF RETURN WALLScale:1:30
02
01
03 04
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)
RETURN WALL = 75MM
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 20-150-BACK.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
LEGEND
BACKFILL SIDE BAR
VALLEY SIDE BAR
SHEET CONTENTS :
REINFORCEMENT
SECTION &
REINFORCEMENT SIDE
VIEW OF RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-14
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
REINFORCEMENT PLAN OF RETURN WALLScale:1:15
01
02
03
04
05
20-06-T16-250-HAUNCH
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)
RETURN WALL = 75MM
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 20-150-BACK.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
SHEET CONTENTS :
REINFORCEMENT PLAN
OF RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-15
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
ca b
ca b
ca b
ca b
ca b
ca b
ca b
a e
db
c
ba
c
cba
SHEET CONTENTS :
REBAR SCHEDULE OF
LEFT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
GB-ABT-16
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Note:Bar Bending Schedule prepared is just for reference and estimation purpose only. The Contractor has to prepare separate Bar Bending Schedule before bar bending starts.
b
a
c
cab
bca
ab
c
SHEET CONTENTS :
REBAR SCHEDULE OF
LEFT RETURN WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
GB-ABT-17
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Note:Bar Bending Schedule prepared is just for reference and estimation purpose only. The Contractor has to prepare separate Bar Bending Schedule before bar bending starts.
20002200100 100
1000 1722
100
6221600 230
3701000
SIDE ELEVATIONScale:1:20
℄of Bearing℄of Abutment
60006200100 100
1722
1000
622
FRONT ELEVATIONScale:1:35
100
622
200 200
504
118
DIRT WALL DETAILSScale: 1:15
SHEET CONTENTS :
SIDE ELEVATION &
FRONT ELEVATION OF
RIGHT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-18
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Note:Dirt Wall to be constructed only afterBridge Superstructure is launched.
FOOTING PLANScale:1:35
℄of B
earin
g℄o
f Abu
tmen
t
6000
6200
100
100
20001600 400
2200100 100
BEARING PLANScale:1:35
3937
457
574
457
575
6000
6200
100
100
20002200100 100
1400
900
1400
900
2997
102
102
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)
RETURN WALL = 75MM
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 20-150-BACK.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
SHEET CONTENTS :
FOOTING & BEARING
PLAN OF RIGHT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-19
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
1300
24-01-T25-800-ANCHOR
13-04-T16-150-BOTT.3x2=6-08(A&B)-T12- EQ-FACE
3-07(A)-T12-EQ-FACE 3-07(B)-T12-EQ-FACE
40-03-T16-150-TOP13-05-T16-150-TOP
40-02-T16-150-BOTT.
3x10=30-06-T12-CHAIRS
REINFORCEMENT DETAILSScale:1:20
11
SHEET CONTENTS :
REINFORCEMENT
DETAILS OF RIGHT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-20
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
200
800
800
800
800
800
800
800
200
200800 800
200
PLAN OF ANCHORAGE BARScale:1:30
Anchor Hole should beminimum of 32mm Dia
REINFORCEMENT VIEW "1-1"Scale:1:30
40-02-T16-150-BOTT.
13-04-T16-150-BOTT.
13-05-T16-150-TOP
40-03-T16-150-TOP
LEGEND
BOTTOM 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. [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)
RETURN WALL = 75MM
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
40-01-T 20-150-BACK.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION
/ REMARK
SHEET CONTENTS :
PLAN OF ANCHORAGE
BAR &
REINFORCEMENT VIEW
"1-1" OF RIGHT
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
GB-ABT-21
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
a
b
cab
ca b
cab
cab
a e
db
c
SHEET CONTENTS :
REBAR SCHEDULE OF
RIGHT ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
GB-ABT-22
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
Note:Bar Bending Schedule prepared is just for reference and estimation purpose only. The Contractor has to prepare separate Bar Bending Schedule before bar bending starts.
0.0
00
2.0
68
3.7
62
4.8
74
5.0
00
CH
:-1.6
91
STN01
BM02
FILLING
RRM WALL TOP
RRM W
ALL TOP
LEFT ABUTMENT
PLAN OF RRM WING WALL
FLO
W D
IRE
CT
ION
5000
600
5000
5000
RRM WALL TOP
5000
SHEET CONTENTS :
PLAN OF RRM WING
WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:100
GB-ABT-23
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED
2671
6656
283
0
10200
2992
5100
5002
2001A
A
B
B
C
C
50035003
GENERAL ELEVATION OF RRM WALLScale:1:80
100mm thick PCC M1020mm agg.
100mm thick PCCM10, 40mm agg.
100x100mm weepholes@ 1.5m c/c 6
356
RRM in cement mortar 1:4979
4200
1500
1500
SECTION "A-A"Scale:1:65
1500
200mm thickstone soiling
877
600
500mm filter mediawith approved materials
4400
500
100 100
Back filling by usingselected subgrade materials
5992
544
648
1500
20002200100
SECTION "B-B" & "C-C"Scale:1:40
100
2400
SHEET CONTENTS :
ELEVATION & SECTION
OF WING WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:100
GB-ABT-24
FIRST ISSUE Oct., 2017 DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE
[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]
On Silambi-Nagor GC Road
under Lingmithang Regional Office
KARMA WANGDI (CE)
RINCHEN KHANDU (EE)
TSHEWANG RINZIN (E)
TSHEWANG RINZIN (E)REVISED