CONSTRUCTION OF 110 FEET SPAN DOUBLE SINGLE … · reinforced concrete (rcc) footing slab, abutment...
Transcript of CONSTRUCTION OF 110 FEET SPAN DOUBLE SINGLE … · reinforced concrete (rcc) footing slab, abutment...
CONSTRUCTION OF 110 FEET SPAN DOUBLE SINGLE REINFORCED
CHHULEKHEY BAILEY BRIDGE ON NABJI-KORPHU GC ROAD
DECEMBER 2015
SHEET CONTENTS :
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
NKZ-DL-01
Dec., 2015
REBAR CODES & SHAPE DETAILS
7
6
5
4
3
NKZ-DL-01
DRAWING LIST2
COVER PAGE1
DRAWING NUMBERDESCRIPTION SL
GENERAL NOTES
DRAWING LIST
8
14
13
12
11
10
9
15
16
GENERAL PLAN
GENERAL PLAN
ABUTMENT DRAWING- 01
REBAR SCHEDULE - 01
GENERAL ELEVATION
CHHULEKHAY BAILEY BRIDGE DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
NKZ-GN-02
NKZ-RCSD-03
NKZ-GP-04
NKZ-GP-05
NKZ-GE-06
NKZ-GE-07
NKZ-ABT-08
NKZ-RS-14
NKZ-RS-15
GENERAL ELEVATION
NKZ-ABT-09
NKZ-ABT-10
NKZ-ABT-11
NKZ-ABT-12
NKZ-ABT-13
REBAR SCHEDULE - 02
18
GABION WALL AND BOULDER PROTECTION PLAN
19
TYPICAL GABION WALL SECTION
NKZ-GB-17
NKZ-GB-18
ABUTMENT DRAWING- 02
ABUTMENT DRAWING- 03
ABUTMENT DRAWING- 04
ABUTMENT DRAWING- 05
ABUTMENT DRAWING- 06
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
17
NKZ-RS-16
REBAR SCHEDULE - 03
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
GENERAL NOTES FOR ABUTMENT CONSTRUCTION
A. GENERAL
1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL
RELEVANT DRAWING PERTAINING TO THE BRIDGE.
2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS IN MILLIMETER (mm) AND
ALL LEVELS ARE IN METER (m). DIMENSIONS ARE NOT TO BE SCALED AND ONLY
WRITTEN DIMENSION ARE TO BE FOLLOWED.
3. THE CONTRACTOR SHALL VERIFY ALL 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 OF
CUBE IN (28 DAYS) IN MPa
REINFORCED CONCRETE (RCC)
FOOTING SLAB, ABUTMENT AND M25
RETURN WALL
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) = 50 MM
RETURN WALL (ALL SIDES) = 50 MM
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
NKZ-GN-02
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
B
E
N
D
D
I
A
M
E
T
E
R
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
HO
OK
L
EN
GT
H
1
2
BNED F + BAR F
HO
OK
E
XT
EN
.
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
L
EN
GT
H
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
r
SHAPE CODE
SHPAE
00
a
11
b
Total Length :
a
a
Total Length :
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
(ART. 5.10 AASHTO LRFD 2007)
1
TIE/STIRRUPS OTHER 90
0
135
0
90
0
180
0
T10 40 60 60 75 120 65
T12 48 72 72 75 144 65
T16 64 96 96 96 192 65
T20 - 120 240 120 240 80
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
TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
REBAR
DIA, mm
DESIGNATION kg/m
AREA,
mm
2
UNIT WT.,
T10
REBAR TYPE
0.61710 79
T12
IS : 1786 GRADE Fe 500
12 113 0.888
T16 16 201 1.578
T20 20 314 2.466
T25 25 491 3.853
T28 28 616 4.834
T32 32 804 6.313
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
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
1. GENERAL NOTES FOR RCC CONSTRUCTION STD-02
2. REBAR CODE & SHAPE DETAILS STD-03
3. PLAN & ELEVATION OF ABUTMENT S120-LABT-09
4. REBAR SCHEDULE S120-RS-18
REFERENCE DRAWINGS
1. GENERAL NOTES FOR RCC CONSTRUCTION STD-02
2. REBAR CODE & SHAPE DETAILS STD-03
3. REBAR SCHEDULE S120-RS-18
BAR MARK
14-01-T 16-150-BACK
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION / REMARK
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. SPLICE LENGTH SHOULD BE PROVIDED
AS SHOWN IN THE GENERAL NOTES
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) = 50 MM
COVERING
ABUTMENT WALL (ALL SIDES) = 50 MM
SHEET CONTENTS :
GENERAL NOTES
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
NKZ-RCSD-03
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
Woo
den
Bridg
e
BENCH MARKBENCH MARK
Boulder
996
996
999
999
999
999
1002
1002
1002
1002
1005
1005
1008
1008
10111011
1014
1014
FLOW DIRECTION
FLOW DIRECTION
R10.
00m
6000
Gabion wall infront of abutment
Length of 6m
25000
Gabion wall on upstream side
Length of 25m
Boulder protection
Bridge Span=110FT+2.25"(33.585m)
Towar
ds
Nabj
i
8.15°
SNo. POINT ID EASTING NORTHING ELEVATION01 STN 01
REMARKS10000.000 STATION 01
02 BM 01 BENCH MARK 01BM 02 BENCH MARK 02
COORDINATES TABLE
03
5000.000 1000.0009987.995 5008.203 1001.47310018.204 5006.631 1000.198
SHEET CONTENTS :
GENERAL PLAN
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:525
NKZ-GP-04
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
Woo
den
Bridg
e
BENCH MARKBENCH MARK
Boulder
FLOW DIRECTION
FLOW DIRECTION
R10.
00m
6000
Gabion wall infront of abutment
Length of 6m
25000
Gabion wall on upstream side
Bridge Span=110FT+2.25"(33.585m)
Towar
ds
Nabj
i
8.15°
SHEET CONTENTS :
GENERAL PLAN
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:150
NKZ-GP-05
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
HFL(RL=996.29)
LWL(RL=995.68)
NABJI SIDE OTHER SIDEBRIDGE SPAN = 110FT+2.56"(33.585M)
LEFT ABUTMENT RIGHT ABUTMENT
Existing profile during
time of survey
Gabion wall protection
Earth embankment
110 FEET SPAN DOUBLE SINGLE REINFORCEDBAILEY TYPE STEEL TRUSS BRIDGE
1003.4
41
0.0
00
1003.2
21
3.3
96
1003.128
5.0
00
1002.9
188.6
48
1002.5
72
10.0
00
1001.916
12.5
61
1001.257
15.0
00
1000.6
62
17.2
00
1000.4
92
20.0
00
1000.2
62
23.8
00
1000.175
25.0
00
999.8
98
28.8
18
998.9
79
29.8
77
998.8
94
30.0
00
997.2
35
32.4
02
995.5
31
34.0
35
995.5
25
35.0
00
995.4
94
40.0
00
995.4
64
45.0
00
995.4
58
46.0
44
995.4
57
46.0
45
996.5
56
49.0
74
996.5
96
50.0
00
996.8
1755.0
00
997.0
37
60.0
00
997.0
52
60.3
43
997.0
52
60.3
46
998.3
07
65.0
00
998.7
1966.5
28
998.8
78
70.0
00
999.106
75.0
00
999.2
65
78.4
73
999.2
76
78.4
85Chainage
LS_NJK - Elevation
Horizontal Scale 1 : 100
Vertical Scale 1 : 100
LS_NJK
LEFT ABUTMENT
RL=1001.402 (Road level)
RL=992.390(PCC top)
RL=993.390(Footing top)
Datum : 995.000
Datum : 995.000
RL=1000.78 (Abutment top)
CH: 28.0
10
CH: 61.959
RL=1001.390(Road level)
Earth embankment
SHEET CONTENTS :
GENERAL
ELEVATION
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:225
FIRST ISSUENKZ-GE-06
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
HFL(RL=996.29)
LWL(RL=995.68)
NABJI SIDE OTHER SIDEBRIDGE SPAN = 110FT+2.56"(33.585M)
LEFT ABUTMENT RIGHT ABUTMENT
Existing profile during
time of survey
Gabion wall protection
Earth embankment
110 FEET SPAN DOUBLE SINGLE REINFORCEDBAILEY TYPE STEEL TRUSS BRIDGE
LEFT ABUTMENT
RL=1001.402 (Road level)
RL=992.390(PCC top)
RL=993.390(Footing top)
RL=1000.78 (Abutment top)
CH: 28.0
10
CH: 61.959
RL=1001.390(Road level)
Earth embankment
SHEET CONTENTS :
GENERAL
ELEVATION - 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:140
FIRST ISSUENKZ-GE-07
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
100
6000
100
1002700 1200 330
1002700
2700 600 600 15003300 2100
C LO
F AB
UTM
ENT
1002700 600 600 1500
1003300 21002700 1200 1500
5400
Construction joint
100
1000
6490
500
400
900
7390
8390
Footing slab
Abut
men
t wal
l (st
em)
C LO
F AB
UTM
ENT
CL OF BEARING
RCC
Dirt
wal
lAb
utm
ent c
ap
DETAILA
FOOTING PLAN : (FIXED END)
SIDE ELEVATION : (FIXED END)
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
(riv
er si
de)
11701200 1500
5400
9000
CL OF BEARING
RCC
Dirt
wal
l
40030
570200230 900
1530
500
400
900
CL OF ABUTMENT
DETAIL
B
******
DETAIL 'A'
FIXED END OF THE BEARINGSCALE 1:40
900
800400
492
118
610
200 200400
DETAIL B(SCALE 1:15)
108
184 184
5
18 DIA. x 300 LG
75 x 75 x 8 THK PL
875
[M16
Thr
ead]
Nut & Washer
PLAN OF FIXEDEND BEARING
TYP. DETAIL OF ANCHOR BOLT
108
SCALE 1 : 10
*** CONSTRUCTION ABOVE THIS LEVEL ARE TO BE DONE AFTER BRIDGE ERECTION
SHEET CONTENTS :
ABUTMENT
DRAWING - 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
FIRST ISSUENKZ-ABT-08
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
100
6000
100
1002700 1200 634
1002700
2700 600 600 15003300 2100
C LO
F AB
UTM
ENT
1002700 600 600 1500
1003300 21002700 1200 1500
5400
Construction joint
100
1000
6490
500
400
900
7390
8390
Footing slab
Abut
men
t wal
l (st
em)
C LO
F AB
UTM
ENT
CLOF BEARING
RCC
Dirt
wal
lAb
utm
ent c
ap
DETAILA'
FOOTING PLAN : (SLIDING END)
SIDE ELEVATION : (SLIDING END)
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
(riv
er si
de)
8661200 1500
5400
100
100
1000
6490
500
7390
8390
9012
9000
CL OF BEARING
RCC
Dirt
wal
l
CL OF ABUTMENT
DETAIL
B'
******
DETAIL A
SLIDING END OF THE BEARINGSCALE 1:40
400 200 334 266534 900
1834
400
500900
504
118
622
200 200400
DETAIL BSCALE 1:15
*** CONSTRUCTION ABOVE THIS LEVEL ARE TO BE DONE AFTER BRIDGE ERECTION
SHEET CONTENTS :
ABUTMENT
DRAWING - 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
FIRST ISSUENKZ-ABT-09
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
490
1003000 3000
1006000
100
1000
6490
500
400
900
7390
8390
1500
1500
1500
1500 1500
1500
15001500
750 1500 1500
C
750
LO
F AB
UTM
ENT
Weep holesø 11 cm HDPE pipes1 in 20 slope
Construction joint
A
A
1002700 600 600 1500
1003300 21002700 1200 1500
5400
Construction joint
100
1000
6490
500
400
900
7390
8390
CL OF BEARING
SECTION A - A : (FIXED END)
CL OF ABUTMENT
1500
1500
1500
1500
1500
490
Filter materials50 cm thick
Weep holesø 11 cm HDPE pipes1 in 20 slope
FRONT VIEW : (FIXED END)
610
9000
SHEET CONTENTS :
ABUTMENT
DRAWING - 03
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:45
FIRST ISSUENKZ-ABT-10
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
1002700 600 600 1500
1003300 21002700 1200 1500
5400
Construction joint
100
1000
6490
500
400
900
7390
8390
CL OF BEARING
SECTION A - A : (SLIDING END)
CL OF ABUTMENT
1500
1500
1500
1500
490
Filter materials50 cm thick
Weep holesø 11 cm HDPE pipes1 in 20 slope
1003000 3000
1006000
100
1000
6490
500
400
900
7390
8390
1500
1500
1500
490
1500 1500 1500 1500
750 1500 1500 1500 750
C LO
F AB
UTM
ENT
Weep holesø 11 cm HDPE pipes1 in 20 slope
Construction joint
A
A
1500
FRONT VIEW : (SLIDING END)
622
9012
SHEET CONTENTS :
ABUTMENT
DRAWING - 03
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:45
FIRST ISSUENKZ-ABT-11
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
4000
28-02-T12-200-BOTT.40-01-T16-150-BOTT.5-03-T12-EQ-FACE
5-04-T12-EQ-FACE
5-04-T12-EQ-FACE
22-07-T12-200-TOP40-06-T16-150-TOP
50-08-T25-120-BS
25-08(A)-T20-240-BS
30-09-T20-200-RS
6-10-T12-EQ-FACE
49-11-T12-150-BS
43-12-T12-200-RS
1000
30-14-T16-200-TOP8-15-T12-150-TOP
4-17-T12-EQ
2-16-T12-EQ
25-20-T16-240-DW
5-22-T12-EQ-DW
30-21-T12-200-DW4-23-T12-EQ-DW2-24-T12
REINF0RCEMENT DETAILSECTION B - B
C C
25@200=4974
6x9=54-05(A)-T12-800-STIRRUPS
5x9=45-05(B)-T12-800-STIRRUPS
11X9=99-13(A)-T12-600-STIRRUPS
10X9=90-13(B)-T12-600-STIRRUPS
6-18-T12-1200-SPACERS6-19-T12-1200(SPACERS)
600
6-19a-T12-1200 (SPACERS)
25-20a-T16-240-DW
REINF. DETAIL OF ABUTMENT CAPSLIDING END (SCALE 1:40)
1000
600
30-14a-T16-200-TOP10-15a-T12-150-TOP2-16a-T12-EQ
5-17a-T12-EQ
6-18a-T12-1200 (SPACERS)
6-19a-T12-1200 (SPACERS)
22
2324
25-20a-T16-240-DW
30-21a-T12-200-DW
*** THE REINFORCEMENT AT BACKFILL SIDE OF ABUTMENT WALL (STEM)
WILL BE TRUNCATED TO HALF AT 4.0 MTRS FROM TOP OF HEEL SLAB.
SHEET CONTENTS :
ABUTMENT
DRAWING - 05
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
FIRST ISSUENKZ-ABT-12
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
4000
50-08-T25-120-BS25-8a-T25-240-BS30-09-T20-200-RS
49-1
1-T1
2-15
0-BS
33-1
2-T1
2-20
0-RS
01 02 04
06 07
03
03B
B REINFORCEMENT DETAIL FRONT VIEW
100
6000
100
1005400
100
27-02-T12-200-BOTT.27-07-T12-200-TOP
40-0
1-T1
6-15
0-BO
TT.
40-0
6-T1
6-15
0-TO
P
FOOTING REINF. LAYOUTVIEW C - C
*** THE REINFORCEMENT AT BACKFILL SIDE OF ABUTMENT WALL (STEM)
WILL BE TRUNCATED TO HALF AT 4.0 MTRS FROM TOP OF HEEL SLAB.
SHEET CONTENTS :
ABUTMENT
DRAWING - 06
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUENKZ-ABT-13
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
REBAR SCHEDULE OF ABUTMENT (Table - 1)
Member
Bar
Mark
Type &
Size
Length of
each bar
(in mm)
Number of
members
Number of
bar in each
members
Total
number
of bars
Total length
(in mm)
SHAPE DETAILS
SHAPE
CODE
SHAPE
BENDING DIMENSION
a bc
de
ADDITIONAL INFORMATION
HOOK
START END
TOTAL
WEIGHT (Kgs)
LOCATION / REMARKS
UNIT WEIGHT OF REINFORCEMENT BAR
DIAMETER (IN MM) WEIGHT (KG/M)
10 0.617
12 0.888
16 1.578
20 2.466
25 3.853
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS.
USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE
CONTRACTOR MUST CHECK THE DIMENSIONS,
LEVELS AND MEASUREMENTS. DISCREPANCY
IF ANY TO BE REPORTED TO THE ENGINEER
BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR
ABUTMENT AND RETURN WALL, 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).
4. DETAILS OF STEEL IS MENTIONED IN THE
DRAWINGS AND ITS QUANTITY IN THE
BAR BENDING SCHEDULE.
COVERING
1. ABUTMENT WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
BAR MARK
40-01-T16-150-BOTT.
NOS. OF
BAR
BAR MARK
TYPE OF BAR DIA. OF BAR
SPACING
LOCATION /
REMARK
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
Bottom bar of footing slab in longitudinal direction
Footing slab 01 T16 6370 2 40 80 509600 21
a
b
c
600 5250 600 Std. - 90 deg. Std. - 90 deg. 804.15
a
b
c
a
b
c
a
b
c
REBAR SCHEDULE - 01
FIRST ISSUENKZ-RS-14
a
b
c
Bottom bar of footing slab in transverse direction
Footing slab 02 T12 6790 2 28 56 380240 21 500 5850 500 Std. - 90 deg. Std. - 90 deg. 337.65
Face reinf. in the longitudinal direction
Footing slab 03 T12 5458 2 5 10 54580 21 150 5218 150 Std. - 90 deg. Std. - 90 deg. 48.47
Face reinf. in the transverse direction
Footing slab 04 T12 6066 2 10 20 121320 21 150 5826 150 Std. - 90 deg. Std. - 90 deg. 107.73
Stirrups
Footing slab 05(A) T12 1071 2 54 108 115668 99 108 900 111 102.71
a
b
c
a
b
c
Footing slab 06 T16 6338 2 40 80 507040 21 600 5218 600 Std. - 90 deg. Std. - 90 deg. 800.11Top bar of footing slab in longitudinal direction
Footing slab 07 T12 6766 2 22 44 297704 21 500 5826 500 Std. - 90 deg. Std. - 90 deg. 264.36Top bar of footing slab in transverse direction
a
b
c
a
b
c
Abutment wall 08 T25 6500 2 50 100 650000 21 300 4925 1400 Std. - 90 deg. Std. - 90 deg. 2504.45Vertical bar in backfill side of abutment
Abutment wall 8a T25 9815 2 25 50 490750 21 300 8240 1400 Std. - 90 deg. Std. - 90 deg. 1890.86Vertical bar in backfill side of abutment
a
b
c
Abutment wall 09 T20 9280 2 30 60 556800 21 240 8240 900 Std. - 90 deg. Std. - 90 deg. 1373.07Vertical bar in river side of abutment
Abutment wall 10 T12 8630 2 6 12 103560 21 150 8240 300 Std. - 90 deg. Std. - 90 deg. 91.96Vertical face reinforcement
a
b
c
a
b
c
Abutment wall 11 T12 6990 2 49 98 685020 21 600 5850 600 Std. - 90 deg. Std. - 90 deg. 608.30Horizontal bar in backfill side of abutment
Abutment wall 12 T12 6966 2 43 86 599076 21 600 5826 600 Std. - 90 deg. Std. - 90 deg. 531.98 Horizontal bar in river side of abutment
Abutment wall 13(A) T12 1271 2 99 198 251658 99 108 1100 111 223.47 Stirrups
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
a
b
c
Footing slab 05(A) T12 1071 2 45 90 96390 99 108 900 111 85.59
a
b
c
Stirrups
a
b
c
a
b
c
Abutment wall 13(B) T12 1271 2 90 180 228780 99 108 1100 111 203.16Stirrups
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
REBAR SCHEDULE OF ABUTMENT (Table - 1)
Member
Bar
Mark
Type &
Size
Length of
each bar
(in mm)
Number of
members
Number of
bar in each
members
Total
number
of bars
Total length
(in mm)
SHAPE DETAILS
SHAPE
CODE
SHAPE
BENDING DIMENSION
a bc
d
e
ADDITIONAL INFORMATION
HOOK
START END
TOTAL
WEIGHT (Kgs)
LOCATION / REMARKS
UNIT WEIGHT OF REINFORCEMENT BAR
DIAMETER (IN MM) WEIGHT (KG/M)
10 0.617
12 0.888
16 1.578
20 2.466
25 3.853
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS.
USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE
CONTRACTOR MUST CHECK THE DIMENSIONS,
LEVELS AND MEASUREMENTS. DISCREPANCY
IF ANY TO BE REPORTED TO THE ENGINEER
BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR
ABUTMENT AND RETURN WALL, 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).
4. DETAILS OF STEEL IS MENTIONED IN THE
DRAWINGS AND ITS QUANTITY IN THE
BAR BENDING SCHEDULE.
COVERING
1. ABUTMENT WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
BAR MARK
40-01-T16-150-BOTT.
NOS. OF
BAR
BAR MARK
TYPE OF BAR DIA. OF BAR
SPACING
LOCATION /
REMARK
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
REBAR SCHEDULE - 01
FIRST ISSUENKZ-RS-15
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
Abutment cap 14 T16 4616 1 30 30 138480 99 1825 1343 302 218.52
Top bar in abutment cap in longitudinal direction
at fixed end of the bearing
1226
a
b
c
d
Abutment cap 14 T16 5147 1 30 30 154410 99 1825 1647 289 243.66
Top bar in abutment cap in longitudinal direction
at sliding end of the bearing
1466
a
b
c
d
Top bar in abutment cap in transverse direction
at fixed end of the bearing
Abutment cap 15 T12 6090 1 8 8 48720 21
a c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 43.26
Top bar in abutment cap in transverse direction
at sliding end of the bearing
Abutment cap 15a T12 6090 1 10 10 60900 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 54.08
Face reinf. in abutment cap in transverse direction
at fixed end of the bearing
Abutment cap 16 T12 6090 1 2 2 12180 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 10.82
Face reinf. in abutment cap in transverse direction
at sliding end of the bearing
Abutment cap 16a T12 6090 1 2 2 12180 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 10.82
Face reinf. in abutment cap in transverse direction
at fixed end of the bearing
Abutment cap 17 T12 6090 1 4 4 24360 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 21.63
Face reinf. in abutment cap in transverse direction
at sliding end of the bearing
Abutment cap 17a T12 6090 1 5 5 30450 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 27.04
a
b
c
Spacers in abutment cap at fixed end of bearingAbutment cap 18 T12 1467 1 6 6 8802 21 150 1227 150 Std. - 90 deg. Std. - 90 deg. 7.82
a
b
c
a
b
c
a
b
c
Spacers in abutment cap at sliding end of bearingAbutment cap 18a T12 1592 1 6 6 9552 21 150 1352 150 Std. - 90 deg. Std. - 90 deg. 8.48
Spacers in abutment cap at fixed end of bearingAbutment cap 19 T12 1644 1 6 6 9864 21 150 1404 150 Std. - 90 deg. Std. - 90 deg. 8.76
Spacers in abutment cap at sliding end of bearingAbutment cap 19a T12 1948 1 6 6 11688 21 150 1708 150 Std. - 90 deg. Std. - 90 deg. 10.38
a
b
c
Vertical bar of dirt wall at backfill side at
fixed end of bearing
Dirt wall 20 T16 2750 1 25 25 68750 21 2485 100 245 Std. - 90 deg. Std. - 90 deg. 108.49
Vertical bar of dirt wall at river side at
fixed end of bearing
21 T12 2622 1 30 30 78660 11 285 2367 Std. - 90 deg. None 69.85Dirt wall
b
a
a
b
c
Dirt wall 20a T16 2762 1 25 25 69050 21 2497 100 245 Std. - 90 deg. Std. - 90 deg. 108.96
Vertical bar of dirt wall at backfill side at
sliding end of bearing
Vertical bar of dirt wall at river side at
sliding end of bearing
21a T12 2634 1 30 30 79020 11 285 2379 Std. - 90 deg. None 70.17Dirt wall
b
a
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
REBAR SCHEDULE OF ABUTMENT (Table - 1)
Member
Bar
Mark
Type &
Size
Length of
each bar
(in mm)
Number of
members
Number of
bar in each
members
Total
number
of bars
Total length
(in mm)
SHAPE DETAILS
SHAPE
CODE
SHAPE
BENDING DIMENSION
a bc
d
e
ADDITIONAL INFORMATION
HOOK
START END
TOTAL
WEIGHT (Kgs)
LOCATION / REMARKS
UNIT WEIGHT OF REINFORCEMENT BAR
DIAMETER (IN MM) WEIGHT (KG/M)
10 0.617
12 0.888
16 1.578
20 2.466
25 3.853
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS.
USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE
CONTRACTOR MUST CHECK THE DIMENSIONS,
LEVELS AND MEASUREMENTS. DISCREPANCY
IF ANY TO BE REPORTED TO THE ENGINEER
BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR
ABUTMENT AND RETURN WALL, 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).
4. DETAILS OF STEEL IS MENTIONED IN THE
DRAWINGS AND ITS QUANTITY IN THE
BAR BENDING SCHEDULE.
COVERING
1. ABUTMENT WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
BAR MARK
40-01-T16-150-BOTT.
NOS. OF
BAR
BAR MARK
TYPE OF BAR DIA. OF BAR
SPACING
LOCATION /
REMARK
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
REBAR SCHEDULE - 01
FIRST ISSUENKZ-RS-16
a
b
c
a
b
c
a
b
c
22 T12 6190 2 5 10 61900 21 150 5950 150 Std. - 90 deg. Std. - 90 deg. 54.97Dirt wall
Horizontal bar of dirt wall at backfill side
23 T12 6190 2 4 8 49520 21 150 5950 150 Std. - 90 deg. Std. - 90 deg. 43.97Dirt wall
Horizontal bar of dirt wall at river side
24 T12 6190 2 2 4 24760 21 150 5950 150 Std. - 90 deg. Std. - 90 deg. 21.99Dirt wall
Face reinforcement in dirt wall
ABUTMENT SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO 4066 : 2000 TOTAL WEIGHT:
11121.69ALL DIAMETERS (for two abutments)
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
Boulder
999
6000
Gabion wall
infront of abutment
Length of 6m
25000
Gabion wall on upstream side
Length of 25m
Boulder protection
8.15°
3000
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:140
FIRST ISSUENKZ-17
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015GABION WALL
AND
BOULDER PROTECTION
PLAN
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN
MILLIMETER UNLESS OTHERWISE
SPECIFIED.
2. DONOT SCALE THIS DRAWINGS.
USE GIVEN DIMENSIONS ONLY
DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION,
CONTRACTOR SHOULD CHECK
ALL DIMENSIONS, LEVELS AND
MEASUREMENTS. DISCRIPENCY
ANY SHOULD BE REPORTED TO
ENGINEER BEFORE EXECUTION.
4. GABOIN WALL HAS TO BE BUILT
USING FLAT AND ELONGATED STONES.
5. RIVER BOULDERS ARE STRICTLY NOT
PERMITTED TO USE
6. THE STONES INSIDE THE GABION WIRE MESH
HAVE TO BE BUILT IN FORM OF A DRY WALL
SO THAT THE WALL IS STABLE ON ITS OWN
EVEN WITHOUT THE WIRE MESH.
GABION WALL FRONT ELEVATIONIN FRONT OF ABUTMENT
SECTIONAL VIEW OF GABION WALLIN FRONT OF ABUTMENT
Abutment Footing
Abut
men
t Wal
l
6000
1000
1000
1000
1000
1000
5000
3000
1000
1000
1000
1000
1000
5000
500 500 500 500
GABION WALL FRONT ELEVATIONU/S OF ABUTMENT
SECTIONAL VIEW OF GABION WALLU/S OF ABUTMENT
Abutment Footing
Abut
men
t Wal
l
25000
1000
1000
1000
1000
1000
5000
3000
1000
1000
1000
1000
1000
5000
500 500 500 500
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:140
FIRST ISSUENKZ-18
DESIGN
DRAWN
CHECKED
APPROVED
SONAM LHAMO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
TSHEWANG DORJI (CE)
TSHEWANG DORJI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CHHULEKHAY BAILEY BRIDGE
(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)
On Nabji-Korphu GC Road, Trongsa
Dec., 2015
TYPICAL GABION WALL
SECTION