CONSTRUCTION OF PHUNTSHO BAILEY BRIDGE ON THERANG-BARDO GC
ROAD, ZHEMGANG
MARCH, 2017 DATE
TSR 150 ft 3.227m
DETAIL DRAWINGS
SPAN CARRIAGE WAY
SHEET CONTENTS :
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
PZ-DL-01
March, 2017
REBAR CODES & SHAPE DETAILS
PZ-GN-02
7
6
5
4
3
PZ-DL-01DRAWING LIST2
COVER PAGE1
DRAWING NUMBERDESCRIPTION SL
GENERAL NOTES
DRAWING LIST
8
PZ-RCSD-03
FOOTING PLAN & SIDE ELEVATION OF FIXED END ABUTMENT
14
13
12
11
10
9
15
16
GENERAL PLAN PZ-GP-04
GENERAL ELEVATION PZ-GE-05
PZ-ABT-07
PZ-ABT-08
PZ-ABT-09
PZ-ABT-10
PZ-ABT-11
PZ-ABT-12
FOOTING REINF. LAYOUT AND PLAN OF STIRRUPS IN FOOTING
PZ-RS-15
17
REBAR SCHEDULE 01
PZ-RS-16
REBAR SCHEDULE 02
REBAR SCHEDULE 03
19
PZ-ABT-06
PZ-ABT-13
PZ-RS-14
PZ-WW-17
20PZ-WW-18
DESIGN
DRAWN
CHECKED
APPROVED
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
REINFORCEMENT DETAILS OF FIXED END ABUTMENT
ROCK ANCHORAGE PLAN ON RIGHT BANK
FOOTING PLAN AND SIDE ELEVATION OF SLIDING END ABUTMENT
FRONT ELEVATION AND SECTION A- A OF SLIDING END ABUTMENT.
REINFORCEMENT DETAIL OF SLIDING END ABUTMENT
REINFORCEMENT DETAILS OF SLIDING END ABUTMET 01
SIDE ELEVATION OF WINGWALL ON LEFT BANK
SECTIONS OF WINGWALL ON LEFT BANK
END COVER PAGE22
NGAWANG THINLEY (Dy. EE)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
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
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)
DIRT WALL
*** SIDES = 50 MM
*** TOP = 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
PZ-GN-02
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
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
L
EN
GT
H
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
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
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 :
REBAR CODES AND
SHAPE DETAILS
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
PZ-RCSD-03
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
99.466
99.989
100.119
99.858
100.270
100.223
99.884100.06
6
100.106
100.28110
0.80410
0.156
100.43
8100.75
7
101.6
13
99.941
100.273
100.93
0
100.52
8
99.857
102.204
101.7
15
101.161
102.66
9
101.7
21
101.198
100.583
99.958
97.688
97.5289
7.66
5
97.566
97.642
97.913
97.571
97.961
97.895
97.581
97.551
97.456
85.598
86.970
87.495
88.280
90.362
93.221
92.589
94.866
96.550
97.838
83.23383
.273
82.857
83.690
84.423
85.501
98.12
1
93.026
97.967 98
.335
93.13
0 97.393
93.470
91.513
93.836
90.10
6
88.305
93.450
88.267
95.202
98.901
Top Width of RRM Wall
Bard
o S
ide
100.000
101.0
12
101.0
14
100.67
3
100.39
9
99.751
99.494
99.694
99.317
99.529
99.271
99.516
99.15
6
99.453
99.223 98
.803
98.820 97
.781
98.312 97
.671
97.838
97.791
97.927
98.043
98.357
98.245
98.578
98.336
98.867
98.793
99.019
98.77499
.211
99.031
99.373
99.224
99.461
99.317
99.550
100.05
3
100.43
1
100.60
7
100.67
9100.76
9
100.97
0
93.980
97.779
98.486
93.416
92.460
91.747
98.567
89.829
97.886
90.705
96.715
94.552
90.609
95.299
96.287
91.821
96.673
97.249
97.806
98.065 97
.966
97.285
97.116
96.91593
.983
87.667
87.18
0
87.444
89.853
87.426
89.885
87.369
89.592
86.863
85.095
87.346
86.832
84.974
87.241
87.436
84.359
81.868
83.12
4
84.369
84.324
85.17
2
85.725
86.567
87.284
87.628
89.982 94
.170
97.697
97.481
97.684
97.579
102.186
108.073
101.5
29
108.86
1
107.815
101.196
106.93
2
102.004
106.92
7
102.52
6
107.54
4102.34
3
102.871
103.33
1
112.438
103.99
3
113.16
5
105.45
8
105.32
1
105.47
3
105.855105.381
103.97
4
102.75
8
102.94
3
104.96
0
107.024
112.14
8
106.887
108.197
108.95
9
109.86
3
116.412
109.99
1
116.18
0
109.98
1113.486
111.062
112.045
112.596
111.896
111.843
113.877
111.485
109.84
0
107.145
105.06
8
94.899
97.676
93.850
96.981
93.829
96.613
96.455
92.547
96.89397.207
90.835
91.636
96.468
90.771
96.686
89.595
97.362
85.723
99.253
99.295 99.812
99.682
99.441
99.221
98.939
98.545
98.314
98.229
98.382
98.996
99.16
5
99.351
99.579
100.801
100.90
1
100.589
100.93
4
101.0
22
101.0
40
101.7
98
96.751
92.980
90.12
0
87.631
86.15
386
.116
88.387
90.270
96.598
99.452
101.5
39
101.4
64
86.18
3
86.12
8
99
102
108
111
111
114
59950
B
r
id
g
e
S
p
a
n
=
1
5
0
ft +
2
.2
5
"
(
4
5
.7
7
7
m
e
te
r
s
)
Flow Direction
T
h
e
r
a
n
g
S
i
d
e
600
5000
600 5000
5000
Sl. No. Point ID Easting Northing Elevation Remarks
1
2
3
4
STN 01 5000.000 60000.000 100.000 Instrument Station
BM01
BM02
BM03
4947.704
4967.858
5000.490
59971.567
60020.704
60009.528
101.539
104.640
101.464
Bench Mark 1
Bench Mark 2
Bench Mark 3
SHEET CONTENTS :
GENERAL PLAN
OF THE BRIDGE
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:300
PZ-GP-04
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
GENERAL PLAN
NGAWANG THINLEY (Dy. EE)
RL = 94.176 (Slab Top)
RL = 98.688 (PCC top)
RL = 100.688 (Bearing Level) RL = 100.676 (Bearing Level)
RL = 101.298 (road level) RL = 101.298 (road level)
CH:4
6.111
Therang Side Bardo Side
LEFT BANK (SLIDING END BEARING)
RRM dirt wall to be constructed afterbridge superstructure is launched
TSR 150 FT BAILEY TYPE STEEL TRUSS BRIDGE (45.777M)
Datum : 86.000
99.8
88
0.0
00
100.0
00
2.0
00
99.4
52
3.4
41
97.7
68
5.0
00
96.5
98
6.0
34
92.4
86
10.0
00
90.2
70
12.8
66
89.0
66
15.0
00
88.3
87
16.2
64
86.116
19.8
36
86.176
20.0
00
86.183
20.0
18
86.128
24.9
07
86.132
25.0
00
86.153
25.6
24
87.6
31
29.8
19
87.7
45
30.0
00
90.120
33.7
47
90.6
09
34.177
91.510
35.0
00
95.7
26
40.0
00
96.7
51
41.706
99.5
93
45.0
00
100.2
73
45.9
75
99.9
41
48.2
01Chainage
LS - Elevation
Horizontal Scale 1 : 200
Vertical Scale 1 : 200
LS
CH:0
.000
RIGHT BANK (FIXED END BEARING)
RL = 99.888 (PCC top)
RL = 93.176 (Slab Top)
LWL=83.306
LWL=87.806
RRM dirt wall to be constructed afterbridge superstructure is launched
SHEET CONTENTS :
GENERAL ELEVATION
OF THE BRIDGE
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:180
PZ-GE-05
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
GENERAL ELEVATION
NGAWANG THINLEY (Dy. EE)
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)
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 : 15
SIDE ELEVATIONScale 1:40
100
1200
800
1228
100 500 2000 500 100
3000
3200
FOOTING PLANScale 1:40
100
6000
100
100 500 2000 500 100
6200
3200
DETAIL
A372
CLOF BEARING
CLOF ABUTMENT
492
118
610
200 200400
DETAIL A(SCALE 1:15)
SHEET CONTENTS :
FOOTING PLAN & SIDE
ELEVATION OF
FIXED END ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
PZ-ABT-06
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
200 200400
REINFORCEMENTDETAILS
46-02-T16-130-bott20-03-T10-150-bott
41-04-T12-150-top
20-05-T10-150-top
47-10-T16-130-back
06-09-T10-150-back06-11-T10-150-valley
41-08-T12-150-valley05-06-T12-face
14-13-T10-150-top of abt
05-07-T12-face
1200
6x12=72-01-T25-520 both direction(rock anchorage)
05-12-T12-face
05-06-T12-face
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)
SHEET CONTENTS :
REINFORCEMENT
DETAILS OF
FIXED END
ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:35
PZ-ABT-07
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
100 200 520 520 520 200 100
3200
100
520
520
520
520
520
520
520
520
520
140
100
6200
6*12=72-01-T25-520 both direction(ROCK ANCHORAGE)
Hole diameter of atleast 32mm.
ROCKANCHORAGE PLAN
520 520
520140
520
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)
ROCK ANCHORAGE
1.THE DIAMETER OF ANCHORAGE HOLE SHOULD BE ATLEAST 32MM.
2.AFTER THE REINFORCEMENT IS PLACED IN THE HOLE AS PER THE
DRAWING, THE HOLE SHOULD BE FILLED WITH CEMENT GROUTING.
3.DURING THE CUTTING OF ROCK, CONTROLLED BLASTING IS TO BE
PRACTICE, WITHOUT DISTRUBING THE STABILITY OF THE ROCK
SHEET CONTENTS :
ROCK ANCHORAGE
PLAN ON
RIGHT BANK
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:35
PZ-ABT-08
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
100
6000
100
1002400 1200 634
1002400
2400 600 600 9003000 1500
C LO
F AB
UTM
ENT
1002400 600 600 900
1003000 15002400 1200 900
4500
Construction joint
100
1000
5600
500
400
900
6500
7500
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
DETAILB
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
(bac
kfill
side
)
2661200 900
4500
8122
CL OF BEARING
RCC
Dirt
wal
l
CL OF ABUTMENT
DETAIL
C
******
DETAIL B
SLIDING END OF THE BEARINGSCALE 1:40
400 200 334 266534 900
1834
400
500900
504
118
622
200 200400
DETAIL CSCALE 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)
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
PZ-ABT-09
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
FOOTING PLAN & SIDE
ELEVATION OF
SLIDING END ABUTMENT
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
8122
1002400 600 600 900
1003000 15002400 1200 900
4500
Construction joint
100
1000
5600
500
400
900
6500
7500
CL OF BEARING
SECTION A' - A ': (SLIDING END)
CL OF ABUTMENT
1500
1500
1500
1100
Filter materials50 cm thick
Weep holesø 11 cm HDPE pipes1 in 20 slope
1003000 3000
1006000
100
1000
5600
500
400
900
6500
7500
1500
1500
1100
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
8122
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)
SHEET CONTENTS :
FRONT ELEVATION &
SECTION A' - A' OF
SLIDING END ABUTMENT
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
PZ-ABT-10
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
3000
40-01-T16-150-BOTT.30-02-T16-150-BOTT.
5-03-T12-EQ-FACE
5-04-T12-EQ-FACE
5-04-T12-EQ-FACE
6x10=60-05-T12-600 (STIRRUPS)
5x9=45-5a-T12-600 (STIRRUPS)
40-06-T16-150-TOP30-07-T16-150-TOP
29-08-T20-100-BS
30-8a-T20-200-BS
59-09-T16-100-RS
6x2=12-10-T12-EQ-FACE
46-11-T16-140-BS
40-12-T12-140-RS10x14=140-13-T12-560 (STIRRUPS)
10x14=140-13a-T12-560 (STIRRUPS)
600
G G
REINF0RCEMENT DETAILSECTION X - X
600
600
30-14-T16-200-AC11-15-T12-150-AC
5-16-T12-140-AC
14-17-T12-280 (STIRRUPS)14-18-T12-280
(STIRRUPS)
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)
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 3.0 MTRS FROM TOP OF HEEL SLAB.
LEGEND:
* AC - ABUTMENT CAP
* DW - DIRT WALL
* BS - BACKFILL SIDE
* RS - RIVER SIDE
* EQ - EQUAL DISTANCE
* BOTT. - BOTTOM
SHEET CONTENTS :
REINF. DETAIL
OF THE ABUTMENT - 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
PZ-ABT-11
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
01 02 04
03
03
05
06 07 5a
3000
29-08-T20-100-BS30-8a-T20-200-BS59-09-T16-100-RS
46-1
1-T1
6-14
0-BS
40-1
2-T1
2-14
0-RS
EE
X
X
59-08 & 8a-T20-100-BS 46-11-T16-140-BS
59-09-T16-100-RS40-12-T12-140-RS
10
10
13
13a
FF
REINF0RCEMENT DETAILFRONT VIEW
VIEW E - E
30-8a-T20-200-BS 46-11-T16-140-BS
59-09-T16-100-RS40-12-T12-140-RS
10
10
13
13a
VIEW F - F
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)
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 3.0 MTRS FROM TOP OF HEEL SLAB.
LEGEND:
* AC - ABUTMENT CAP
* DW - DIRT WALL
* BS - BACKFILL SIDE
* RS - RIVER SIDE
* EQ - EQUAL DISTANCE
* BOTT. - BOTTOM
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
PZ-ABT-12
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
REINF. DETAIL
OF THE ABUTMENT - 02
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
FOOTING REINF. LAYOUTVIEW G - G
30-02-T16-150-BOTT.30-07-T16-150-TOP
40-0
1-T1
6-15
0-BO
TT.
40-0
6-T1
6-15
0-TO
P
PLAN OF STIRRUPS IN FOOTING
05
5a
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)
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:
BOTTOM REINFORCEMENT
TOP REINFORCEMENT
LEGEND:
* AC - ABUTMENT CAP
* DW - DIRT WALL
* BS - BACKFILL SIDE
* RS - RIVER SIDE
* EQ - EQUAL DISTANCE
* BOTT. - BOTTOM
SHEET CONTENTS :
FOOTING REINF.
LAYOUT & PLAN OF
STIRRUPS IN FOOTING
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:40
PZ-ABT-13
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
SHEET CONTENTS :
REBAR SCHEDULE - 01
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
PZ-RS-14
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
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
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
SHEET CONTENTS :
REBAR SCHEDULE - 02
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
PZ-RS-15
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
REBAR SCHEDULE OF LEFT ABUTMENT WALL (Table - 2)
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 5470 1 40 80 437600 21
a
b
c
600 4350 600 Std. - 90 deg. Std. - 90 deg. 345.27
a
b
c
a
b
c
a
b
c
a
C
e
a
b
c
a
b
c
a
b
c
e
c
a
b
d
a
C
e
b
d
a
b
c
a
b
c
a
b
c
a
b
c
b
d
e
c
a
b
d
Footing slab
Footing slab
Footing slab
Footing slab
Footing slab
Footing slab
Footing slab
Bottom bar of footing slab in transverse direction
02 T16 6802 30 60 408120 21 500 5882 500 Std. - 90 deg. Std. - 90 deg. 322.01
Face reinf. of footing slab in longitudinal direction
03 T12 4590 10 20 91800 21 150 4350 150 Std. - 90 deg. Std. - 90 deg. 40.75
Face reinf. of footing slab in transverse direction
04 T12 6122 10 20 122440 21 150 5882 150 Std. - 90 deg. Std. - 90 deg. 54.36
Stirrups in the footing slab of abutment
05 T12 1108 60 120 132960 21 75 57 866 135 deg. Hook Std. - 90 deg. 59.0338 72
Stirrups in the footing slab of abutment
5a T12 1108 45 90 99720 21 75 57 866 135 deg. Hook Std. - 90 deg. 44.2838 72
Top bar of footing slab in longitudinal direction
06 T16 5438 40 80 435040 21 600 4318 600 Std. - 90 deg. Std. - 90 deg. 343.25
Top bar of footing slab in transverse direction
07 T16 6770 30 60 406200 21 500 5850 500 Std. - 90 deg. Std. - 90 deg. 320.49
a
b
c
Abutment
wall (stem)
Vertical bar in backfill side of abutment
08 T20 4939 29 58 286462 21 250 3909 880 Std. - 90 deg. Std. - 90 deg. 353.21
Abutment
wall (stem)
Abutment
wall (stem)
Abutment
wall (stem)
Abutment
wall (stem)
Abutment
wall (stem)
Abutment
wall (stem)
Abutment
wall (stem)
Vertical bar in backfill side of abutment
8a T20 8364 30 60 501840 21 250 7334 880 Std. - 90 deg. Std. - 90 deg. 618.77
Vertical bar in river side of abutment
09 T16 8054 59 118 950372 21 200 7334 600 Std. - 90 deg. Std. - 90 deg. 749.84
Vertical face reinf. in the abutment
10 T12 7708 12 24 184992 21 150 7318 300 Std. - 90 deg. Std. - 90 deg. 82.14
11 T16 7002 46 92 644184 21 600 5882 600 Std. - 90 deg. Std. - 90 deg. 508.26
Horizontal bar in backfill side of abutment
12 T12 6990 40 80 559200 21 600 5850 600 Std. - 90 deg. Std. - 90 deg. 248.28
Horizontal bar in river side of abutment
13 T12 1308 140 280 366240 21 72 38 1066 Std. - 90 deg. 135 deg. Hook 162.61
Stirrups in the abutment wall (stem)
57 75
13a T12 1308 140 280 366240 21 72 38 1066 Std. - 90 deg. 135 deg. Hook 162.61
Stirrups in the abutment wall (stem)
57 75
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
NGAWANG THINLEY (Dy. EE)
SHEET CONTENTS :
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
PZ-RS-16
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
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 OF LEFT ABUTMENT WALL (Table - 2) CONTD...
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
a
b
c
d
a
b
c
ABUTMENT SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO 4066 : 2000
TOTAL WEIGHT:4770.340
ALL DIAMETERS (for two abutment walls)
REBAR SCHEDULE - 03
Top bar of abutment cap in longitudinal direction
at sliding end of the abutment
Abutment cap 14 T16 4764 1 30 30 142920 99 1425 1664 289 225.531466
Abutment cap 15 T12 6114 1 11 11 67254 21 150 5874 150 59.72Std. - 90 deg. Std. - 90 deg.
Top bar of abutment cap in transverse direction
at sliding end of the abutment
a
b
c
Abutment cap 16 T12 6114 1 5 5 30570 21 150 5874 150 27.15Std. - 90 deg. Std. - 90 deg.
Renf. at slanting part abutment cap in transverse
direction at sliding end of the abutment
e
c
a
b
d
e
c
a
b
d
Abutment cap 17 T12 1898 1 14 14 26572 21 72 38 1656 23.60Std. - 90 deg. 135 deg. Hook
Stirrups in abutment cap of sliding end57 75
Abutment cap 18 T12 1543 1 14 14 21602 21 72 38 1301 19.18Std. - 90 deg. 135 deg. Hook
Stirrups in abutment cap of sliding end57 75
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
5000100
100
3200
5000100
100
10000
SIDE ELEVATION OF WING WALL AT LEFT BANK
1
1
2
2
Hard groundPCC for leveling
RRM wall
Hard groundPCC for leveling
PCC for capping
NOTES
1. RANDOM RUBBLE MASONRY (RRM) WING WALL SHOULD BE PROVIDED AS
SHOWN IN THE DRAWING AT BOTH BANKS OF THE RIVER ON BOTH UPSTREAM
AND DOWNSTREAM. IN THIS CASE RRM WALL OF LENGTH 10 M EACH IS
PROVIDED ON DOWNSTREAM AT BOTH BANKS AND 5 M EACH IS PROVIDED ON
UPSTREAM AT BOTH BANKS.
2. THE QUANTITY OF WING WALL AS MENTIONED IN BoQ MAY VARY AS PER
REQUIREMENT DURING THE TIME OF CONSTRUCTION.
3. WEEP HOLES OF (150 X150)MM 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 FROUND. AVOID FROM
CONSTRUCTING WING WALL ON FILL UP SOIL.
SHEET CONTENTS :
SIDE ELEVATION OF
WING WALL IN
LEFT BANK
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
PZ-WW-17
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)
600 600
5000100 100
100
8060
50
8110
1500 2900
VALLEY SIDE
BACK
FILL
SID
E
1003500
100
100
486
050
4910
1000 1900
VALLEY SIDE
BACK
FILL
SID
E
SECTION 1 - 1BOTH U/S & D/S
SECTION 3 - 3D/S ONLY
PCC for leveling
PCC for capping
RRM
wal
l
RRM
wal
l
PCC for leveling
PCC for capping
NOTES
1. RANDOM RUBBLE MASONRY (RRM) WING WALL SHOULD BE PROVIDED AS
SHOWN IN THE DRAWING AT BOTH BANKS OF THE RIVER ON BOTH UPSTREAM
AND DOWNSTREAM. IN THIS CASE RRM WALL OF LENGTH 10 M EACH IS
PROVIDED ON DOWNSTREAM AT BOTH BANKS AND 5 M EACH IS PROVIDED ON
UPSTREAM AT BOTH BANKS.
2. THE QUANTITY OF WING WALL AS MENTIONED IN BoQ MAY VARY AS PER
REQUIREMENT DURING THE TIME OF CONSTRUCTION.
3. WEEP HOLES OF (150 X150)MM 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 FROUND. AVOID FROM
CONSTRUCTING WING WALL ON FILL UP SOIL.
SHEET CONTENTS :
SECTIONS OF
WING WALL
IN LEFT BANK
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:50
PZ-WW-18
FIRST ISSUE DESIGN
DRAWN
CHECKED
APPROVED
March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM
[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]
On Therang-Bardo GC Road
Zhemgang Dzongkhag
UGYEN PHUNTSHO (ENGINEER)
UGYEN PHUNTSHO (ENGINEER)
M.N.LAMICHANEY (OFFTG. CE)
NGAWANG THINLEY (Dy. EE)