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CONSTRUCTION OF YUJUGANG ZAM ON THERANG-SHINGKHAR GC ROAD, ZHEMGANG
BAILEY BRIDGE
: BAILEY BRIDGE
BRIDGE TYPE
: JULY, 2017DATE
: 15 SHEETSNOS. OF SHEET SPAN CARRIAGEWAY
140 FT. 3.277m
REBAR CODES & SHAPE DETAILS
7
6
5
4
3
YZ-DW-01DRAWING LIST2
COVER PAGE1
DRAWING NUMBERDESCRIPTION SL
GENERAL NOTES
DRAWING LIST
8
PLAN AND ELEVATION
14
13
12
11
10
9
GENERAL PLAN
GENERAL ELEVATION 01
WING WALL
FRONT ELEVATION AND SECTION A-A
REINFORCEMENT DETAILS
FOOTING REINFORCEMENT LAYOUT AND FRONT VIEW OF REINFORCEMENT
REBAR SCHEDULE 01
REBAR SCHEDULE 02
GENERAL ELEVATION 02
SHEET CONTENTS :
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS.
FIRST ISSUEYZ-DW-01
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
RINCHEN KHANDU (EE)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
YZ-GN-02
YZ-RCSD-03
YZ-GP-04
YZ-GE-05
YZ-GE-06
YZ-ABT-07
YZ-ABT-08
YZ-ABT-09
YZ-ABT-10
YZ-ABT-11
YZ-ABT-12
YZ-WW-13
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 AND ABUTMENT. M25
DIRT WALL (RCC) M 25
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)
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.
FIRST ISSUEYZ-GN-02
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
22-01-T 12-150-BOTT.
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. DETAILS OF STEEL IS MENTIONED
IN THE DRAWING AND ITS QUANTITY
IN THE BAR BENDING SCHEDULE.
COVERING
RCC FOOTING FOR BHAZAM (ALL SIDES) = 40 MM
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
BAR MARK
60-01-T 16-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION / REMARK
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
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
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
1
(ART. 5.10 AASHTO LRFD 2007)
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
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
a+b - ½ r-d
LEGEND :
r = BENDING RADIUS AS
PER TABLE 4
d = DIAMETER OF BAR
a/b/c/d = AS SHOWN
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-T16-150-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 :
RCSD
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS.
FIRST ISSUEYZ-RCSD-03
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
0.000
96.334
96.806
96.561
Align
ment
003
82.608
81.422
85.340
48.58251.582
99.361
96.526
96.394
97.429
112.825
113.561
114.873
115.482
115.683
115.854
116.478
118.321
116.516
116.079
114.439
3.0004.765
6.0009.000
12.00015.000
18.00019.438
21.00024.000
26.886
27.00030.000
33.00036.000
39.00042.000
42.58245.582
97.298
96.888
96.671
96.320
96.023
96.319
95.618
95.868
95.15
395
.351
94.538
94.610
93.754
93.614
94.464
94.475
95.558
95.382
97.17
3
97.997
98.10
2
98.438
98.841
98.946
95.511
93.800
93.592
93.472
93.662
90.467
91.512
89.577
88.864
89.511
87.019
88.652
85.910
84.974
86.426
83.10
7
86.273
85.17
0
83.025
82.836
81.375
91.17
5
90.307
90.423
91.395
96.463
91.005
95.933
91.885
95.536
93.069
94.919
92.76894
.471
93.16
9
94.412
85.14
1
87.072
87.962
91.889
92.963
94.005
94.965
96.637
93.245
98.494
96.204
86.416
87.361
bridg
e span
= 14
0' + 2.25"(42.72
9 me
ters)
RRM WALL
Shin
gkha
r Sid
e
Therang Side
5000
5000
5000
5000
RRM WALL
GENERAL PLANSHEET CONTENTS :
GENERAL PLAN
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:200
FIRST ISSUEYZ-GP-04
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
ABUTMENT TOP RL= 98.661
TOP OF FOOTING SLABRL= 91.271
BOTTOM OF FOOTING SLAB RL=90.271
ROAD LEVEL RL= 99.283
ROAD LEVEL RL= 99.283
TSR 140 FT BAILEY TYPE STEEL TRUSS BRIDGE
Datum : 86.00048
96.0
23
0.0
00
0.0
00
317
96.143
3.0
00
3.0
00
173
96.2
04
4.7
65
4.7
65
96.101
5.0
00
5.0
00
318
95.6
62
6.0
00
6.0
00
319
94.3
36
9.0
00
9.0
00
93.8
65
10.0
00
10.0
00
320
92.8
1112
.000
12.0
00
321
90.2
43
15.0
00
15.0
00
90.2
43
15.0
00
322
87.6
56
18.0
00
18.0
00
190
86.4
1619
.438
19.4
38
86.4
65
20.0
00
20.0
00
323
86.5
68
21.000
21.000
324
87.0
25
24.0
00
24.0
00
87.177
25.0
00
25.0
00
194
87.3
61
26.8
86
26.8
86
325
87.4
71
27.0
00
27.0
00
326
89.6
82
30.0
00
30.0
00
89.6
82
30.0
00
327
91.893
33.0
00
33.0
00
93.3
67
35.0
00
35.0
00
328
94.104
36.0
00
36.0
00
329
95.9
04
39.0
00
39.0
00
96.4
88
40.0
00
40.0
00
330
97.6
57
42.0
00
42.0
00
68
97.9
97
42.5
82
42.5
82
98.123
45.0
00
45.0
00
331
98.154
45.5
82
45.5
82
332
98.3
1048.5
82
48.5
82
99.6
81
50.0
00
50.0
00
333
101.773
51.582
51.582
334
105.7
63
54.5
82
54.5
82
106.3
34
55.0
00
55.0
00
335
109.8
55
57.5
82
57.5
82
113.153
60.0
00
60.0
00
336
113.9
47
60.5
82
60.5
82Chainage
Yuju LS - Distance
Yuju LS - Elevation
Yuju LS - Identifier
Horizontal Scale 1 : 200
Vertical Scale 1 : 200
Yuju LS
ABUTMENT TOP RL= 98.661
TOP OF FOOTING SLABRL= 91.271
BOTTOM OF FOOTING SLAB RL=90.271
HFL, RL= 89.861
LWL, RL= 87.361
Therang Side Shingkhar Side
Hard StrataH
ard
Str
ata
GENERAL ELEVATION
SHEET CONTENTS :
GENERAL ELEVATION 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:260
FIRST ISSUEYZ-GE-05
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
ABUTMENT TOP RL= 98.661
TOP OF FOOTING SLABRL= 91.271
BOTTOM OF FOOTING SLAB RL=90.271
ROAD LEVEL RL= 99.283
ROAD LEVEL RL= 99.283
TSR 140 FT BAILEY TYPE STEEL TRUSS BRIDGE
Datum : 86.000
ABUTMENT TOP RL= 98.661
TOP OF FOOTING SLABRL= 91.271
BOTTOM OF FOOTING SLAB RL=90.271
HFL, RL= 89.861
LWL, RL= 87.361
Therang Side Shingkhar Side
Hard StrataH
ard
Str
ata
GENERAL ELEVATION
SHEET CONTENTS :
GENERAL ELEVATION 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:170
FIRST ISSUEYZ-GE-06
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
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
RRM
Dirt
wal
lAb
utm
ent c
ap
DETAILA
FOOTING PLAN
SIDE ELEVATION
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
9012
1834
2700
CL OF BEARING
RCC
Dirt
wal
l
CL OF ABUTMENT
DETAIL
B
******
DETAIL ASCALE 1:40
400 200 334 266534 900
1834
400
500900
1200600
504
118
622
200 200400
DETAIL BSCALE 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)
DIRT WALL (FRONT AND TOP) = 25 MM
*** THE STRUCTURES ABOVE THIS LEVEL ARE TO BE CONSTRUCTED ONLY AFTER
THE BRIDGE SUPERSTRUCTURE IS LAUNCHED.
SHEET CONTENTS :
PLAN AND
ELEVATION
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
FIRST ISSUEYZ-ABT-07
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
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
CL OF ABUTMENT
1500
1500
1500
1500
490
500
1000
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
622
9012
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)
DIRT WALL (FRONT AND TOP) = 25 MM
SHEET CONTENTS :
FRONT ELEVATION
AND
SECTION A-A
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:45
FIRST ISSUEYZ-ABT-08
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
1000
600
30-14-T16-200-TOP10-15-T12-150-TOP2-16-T12-EQ
5-17-T12-EQ
6-18-T12-1200 (SPACERS)
6-19-T12-1200 (SPACERS)
4000
27-02-T12-200-BOTT.40-01-T16-150-BOTT.5-03-T12-EQ-FACE
5-04-T12-EQ-FACE
5-04-T12-EQ-FACE3x6=18-05-T20-1200 (CHAIRS)
27-07-T12-200-TOP40-06-T16-150-TOP
50-08-T25-120-BS
25-8a-T25-240-BS
30-09-T20-200-RS
6-10-T12-EQ-FACE
49-11-T12-150-BS
33-12-T12-200-RS
6-13-T12-1200 (SPACERS)
6-13-T12-1200 (SPACERS)
6-13-T12-1200 (SPACERS)
6-13-T12-1200 (SPACERS)
6-13-T12-1200 (SPACERS)
6-13-T12-1200 (SPACERS)
1000
REINF0RCEMENT DETAILSECTION B - B
C C
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)
DIRT WALL (FRONT AND TOP) = 25 MM
BAR MARK
40-01-T 16-150-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
*** 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 :
REINFORCEMENT
DETAILS
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:45
FIRST ISSUEYZ-ABT-09
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
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
03
05
B
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
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)
DIRT WALL (FRONT AND TOP) = 25 MM
BAR MARK
40-01-T 16-150-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
LEGEND:
BACKFILL SIDE & BOTTOM BAR
VALLEY SIDE & TOP BAR
*** 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 :
FOOTING REINFORCEMENT
LAYOUT AND FRONT
VIEW OF
REINFORCEMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:45
FIRST ISSUEYZ-ABT-10
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
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
ab
c
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
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
a
b
c
Bottom bar of footing slab in transverse direction
Footing slab 02 T12 6790 2 27 54 366660 21 500 5850 500 Std. - 90 deg. Std. - 90 deg. 325.59
Face reinf. in the longitudinal direction
Footing slab 03 T12 5458 2 10 20 109160 21 150 5218 150 Std. - 90 deg. Std. - 90 deg. 96.93
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
Chairs in footing slab of abutment
Footing slab 05 T20 2392 2 18 36 86112 99 240 806 500 212.35
a
b d
c
e
806 240
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 27 54 365364 21 500 5826 500 Std. - 90 deg. Std. - 90 deg. 324.44Top 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 12 24 207120 21 150 8240 300 Std. - 90 deg. Std. - 90 deg. 183.92Vertical 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 33 66 459756 21 600 5826 600 Std. - 90 deg. Std. - 90 deg. 408.26Horizontal bar in river side of abutment
a
b
c
Abutment wall 13 T12 1314 2 36 72 94608 21 150 1074 150 Std. - 90 deg. 84.01Spacers in the abutment wall (stem)
Std. - 90 deg.
Abutment cap 14 T16 5147 2 30 60 308820 99 1825 1647 289 487.32
Top bar in abutment cap in longitudinal direction
1466
a
b
c
d
Top bar in abutment cap in transverse direction
Abutment cap 15 T12 6090 2 10 20 121800 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 108.16
SHEET CONTENTS :
REBAR SCHEDULE 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS.
FIRST ISSUEYZ-ABT-11
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
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)
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
Face reinf. in abutment cap in transverse direction
Abutment cap 16 T12 6090 2 2 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
Abutment cap 17 T12 6090 5 10 60900 21
a
b
c
150 5850 150 Std. - 90 deg. Std. - 90 deg. 54.08
a
b
c
a
b
c
Spacers in abutment capAbutment cap 18 T12 1592 6 12 19104 21 150 1352 150 Std. - 90 deg. Std. - 90 deg. 16.96
Spacers in abutment capAbutment cap 19 T12 1948 6 12 23376 21 150 1708 150 Std. - 90 deg. Std. - 90 deg. 20.76
ABUTMENT SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO 4066 : 2000TOTAL WEIGHT:
10433.10ALL DIAMETERS (for two abutments)
2
2
2
SHEET CONTENTS :
REBAR SCHEDULE 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:145
FIRST ISSUEYZ-ABT-12
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
NOTE: THE BAR BENDING SCHEDULE(BBS) IS PREPARED FOR ESTIMATION PURPOSE ONLY. THE CONTRACTOR HAS TO PREPARE SEPARATE BBS BEFORE BENDING THE BARS.
H
H
SIDE ELEVATION
5000
9000
I
I5000
6000
PLAN OF RRM WALL ONBOTH BANKS
2900
600
2000
5500
5000
3600
5000
1200
600
1800
VALLEY SIDE
BACKFILL SIDE
SECTION H-H100
5500
100
100
9000
50
2000 600 2900
100
3600
100
100
6000
1200 600 1800
50
SECTION I-I
VALLEY SIDEBACKFILL SIDE
1. RANDOM RUBBLE MASONRY (RRM) WING WALL
SHOULD BE PROVIDED AS SHOWN IN THE DRAWING
AT BOTH BANKS OF THE RIVER ON THE DOWNSTREAM SIDE
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 :
WING WALL
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:30
FIRST ISSUEYZ-WW-13
DESIGN
DRAWN
CHECKED
APPROVED
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
KARMA WANGDI (CE)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
YUJUGANG BAILEY BRIDGE
(TSR140 ft SPAN & 3.277 m CARRIAGE WAY)
On Therang - Shingkhar GC Road, Zhemgang
JULY, 2017
RINCHEN KHANDU (EE)
Recommended