royal government of bhutan ministry of … per irc-112:2011 4. ... shetikharey multicell box culvert...
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ROYAL GOVERNMENT OF BHUTAN
MINISTRY OF WORKS AND HUMAN SETTLEMENT
THIMPHU BHUTAN
GELEPHU SIDE
TRONGSA SIDE
DRAWINGS OF SHETIKHAREY BRIDGE
DRAWING LIST
SL DESCRIPTION DRAWINGNO.
1 COVER PAGE2 DRAWING LIST SK-DL-013 GENERAL NOTES SK-DL-024 REBAR CODE & SHAPE DETAIL SK-DL-035 PLAN-01 SK-DL-046 PLAN-02 SK-DL-057 GENERAL ELEVATION-01 SK-DL-068 GENERAL ELEVATION-02 SK-DL-079 TOP & BOTTOM SLAB PLAN SK-DL-08
10 LONGITUDINAL SECTION & BASE SLAB C/S SK-DL-0911 DECK CROSS SECTION SK-DL-1012 END PORTION ELEVATION AND PLAN SK-DL-11
13 SECTIONAL DETAILS SK-DL-1214 REINFORCEMENT DETAILS IN LONG SECTIONS SK-DL-1315 REINFORCEMENT DETAILS - VERTICAL WALLS SK-DL-1416 REINFORCEMENT DETAILS - TOP SLAB SK-DL-1517 REINFORCEMENT DETAILS - BOTTOM SLAB SK-DL-1618 REINFORCEMENT DETAILS - DECK SLAB SK-DL-1719 REINFORCEMENT DETAILS- BOTTOM SLAB & RETURN WALL SK-DL-1820 RAILING - DIMENSIONS SK-DL-1921 RAILING- REBAR DETAILS SK-DL-2022 DRAINAGE SPOUT DETAILS SK-DL-2123 APPROACH SLAB DETAILS SK-DL-2224 APPROACH SLAB DETAILS- SECTION F-F SK-DL-2325 SIDE DRAIN, APP. SLAB & FOOT PATH REINF. DETAILS SK-DL-2426 FOOT PATH SLAB DETAILS SK-DL-2527 PARABOLIC PROFILE SK-DL-2628 REBAR SCHEDULE FOR TOP SLAB SK-DL-2729 REBAR SCHEDULE FOR SIDE KERB SK-DL-28
30 REBAR SCHEDULE FOR BOTTOM SLAB & SCOUR PROTECTIONKEY SK-DL-29
31 REBAR SCHEDULE FOR END WALLS SK-DL-3032 REBAR SCHEDULE FOR INTERMEDIATE WALLS SL-DL-3133 REBAR SCHEDULE FOR RETURN WALLS SK-DL-32
REBAR SCHEDULE FOR APPROACH SLABS34
SK-DL-33
SCALE:
(as Sheet A3 size)ASSHOWN
SHEET CONTENTS :
DRAWING LIST
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREYMULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED KARMA WANGDI ( CE)
DATE DRAWING NO.
NAME & SIGNATURE
SK-DL-01
DESIGN
DRAWN
CHECKED
AUG, 2017JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
C. REINFORCEMENT
1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH
DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 1786
2. REBAR SCHEDULE IS DONE IN ACCORDANCE WITH ISO 4066:2000
3. MINIMUM LAP LENGTH AND ANCHORAGE LENGTH SHALL BE
AS PER IRC-112:2011
4. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE
MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE
DRAWINGS OR DIRECTED BY THE ENGINEER.
● TOP SLAB
-TOP REINFORCEMENT - 50 mm
-BOTTOM REINFORCEMENT - 50 mm
-SIDE - 50 mm
● KERB BEAM
-ALL SIDE - 50 mm
● BOTTOM SLAB
-ALL SIDE - 50 mm
● RAILING
-RAINLING POST ALL SIDE - 40 mm
-RAIL ALL SIDE - 25 mm
● VERTICAL WALLS AND RETURN WALLS
- ALL SIDE - 50 mm
5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT
OF CONCRETE SHALL ONLY BE USED.
6. FULL COVER SHALL BE MAINTAINED AT GROOVES AND
OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE
SURFACES.
D. WATER
WATER TO BE USED IN CONCRETING
AND CURING SHALL BE POTABLE WATER.
E. MATERIAL SPECIFICATION
MATERIAL SPECIFICATIONS AND WORKMANSHIP
SHALL BE IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATION AS SPELT OUT IN THE CONTRACT
DOCUMENT.
B. CONCRETE;
UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTED
BY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER RELATED SECTION OF
CONTRACT DOCUMENT PARTLY REPRODUCED BELOW:
-------------------------------------------------------------------------------------------------------------------------------
APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH
(28 DAYS) IN MPa
-------------------------------------------------------------------------------------------------------------------------------
ALL THE REINFORCED CONCRETE
STRUCTURAL COMPONENTS OF THE
BRIDGE - TOP SLAB, BOTTOM SLAB,
VERTICAL WALLS, RETURN WALLS, KERB,
APPROACH SLAB etc. M25 as per IS 456
-------------------------------------------------------------------------------------------------------------------------------
PCC FOR LEVELING M15 as per IS 456
-------------------------------------------------------------------------------------------------------------------------------
A. GENERAL
1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL
RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.
2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN MILLIMETER (mm)
AND ALL LEVELS ARE IN m. DIMENSIONS ARE NOT TO BE SCALED AND ONLY
WRITTEN DIMENSIONS ARE TO BE FOLLOWED.
3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS,
COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASE
OF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO THE NOTICE
OF THE ENGINEER.
4. THE BRIDGE IS DESIGNED AS PER RELEVENT INDIAN ROAD CONGRESS (IRC) CODES
5. LIVE LOAD: Single Lane Class 70R (Wheeled) or double lane Class A as IRC whichever is
Critical.
F. SUPERVISION
THE CONSTRUCTION WORK MUST BE SUPERVISED
BY COMPETENT SUPERVISION ENGINEER.
H. ABBREVATIONS
1. U.T.-L = UPPER TOP-LAYER
2. L.T.-L = LOWER TOP-LAYER
3. U.B.-L = UPPER BOTTOM-LAYER
4. L.B.-L = LOWER BOTTOM-LAYER
(as Sheet A3 size)ASSHOWN
GENERAL NOTES
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATE DRAWING NO.
NAME & SIGNATURE
SK-DL-02
DESIGN
DRAWN
CHECKED
AUG, 2017
ASSHOWN
APPROVED KARMA WANGDI ( CE)KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
F F
F F
F F
45° HOOK
90° HOOK
135° HOOK
180° HOOK
REBAR HOOK SPECIFICATION
SHAPE CODE
SHPAE
00
a
11
b
Total Length :
a
a
Total Length :
r
a
b
d
c
51
Total Length :
2(a+b)+16d
21
b
a
c
Total Length :
a+b+c-r-2d
SHAPE CODE AS PER ISO 4066 : 2000
LEGEND :
r = BENDING RADIUS AS PER TABLE 4
d = DIAMETER OF BAR
a/b/c/d = AS SHOWN
a+b - ½ r-d
1
(ART. 5.10 AASHTO LRFD 2007)
REBAR
DESIGNATION
DIA, mm
AREA,
mm
2
UNIT WT.,
kg/m
REBAR TYPE
T10 10 79 0.617 IS : 1786 GRADE Fe 500
T12 12 113 0.888
TIE/STIRRUPS OTHER 90
0
135
0
90
0
180
0
T16 16 201 1.578
T10 40 60 60 75 120 65
T20 20 314 2.466
T12 48 72 72 75 144 65
T25 25 491 3.853
T16 64 96 96 96 192 65
T28 28 616 4.834
T20 - 120 240 120 240 80
T32 32 804 6.313
T25 - 150 300 150 300 100
T28 - 168 168 336 112
T32 - 256 192 384 128
1
ALL REINFORCEMENT SHALL BE COLD BEND
REBAR
DESIGNATION
BENDING DIAMETER
TIE/STIRRUPS
STANDARD HOOK EXTENSION, mm
OTHER
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
IS : 1786 GRADE Fe 500
TABLE 3 : STANDARD RE-BAR PROPERTIES
(UNIT WT. 0.00785 kg / mm² /m)
IS : 1786 GRADE Fe 500
TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
A. GENERAL
ALL DIMENSIONS ARE IN MILLIMETER UNLESS
OTHERWIE MENTIONED.
B. SHAPE CODE AND 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.
20 - 05 - T20 - 150 - EF
BAR MARKSPACING
NO OF BAR
TYPE OF REBARDIA OF REBAR
LOCATION/REMARKS
INDICATES BAR CUT POINT
SCALE:
(as Sheet A3 size)
DRAWING NO.
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of RoadsSASEC Road Connectivity Project
Thimphu, Bhutan
SHEET CONTENTS :
ASSHOWN
REBAR CODES AND
SHAPE DETAILS
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUESHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATENAME & SIGNATURE
SK-DL-03
DESIGN
DRAWN
CHECKED
AUG, 2017
ASSHOWN
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
3
0
0
3
0
0
3
0
0
STN-3
STN-1
STN-2 STN
-4 STN-5
BB
FLO
W
D
IR
EC
TIO
N
FLO
W D
IR
EC
TIO
N
A
TRAFFIC
C
D
E
F
A
TRAFFIC
1%
S
LO
PE
C
D
E
F
1000010000
1000010000
10000BRIDGE SPAN = 5 X 10M = 50.00M
DRAIN
APPROACH SLAB (refer relevant dwg for details))
FOOTPATH
FOOTPATH
RETURN WALL
GE
LE
PH
U S
ID
E
TR
O
N
G
SA
S
ID
E
RO
AD
SLO
PE
RO
AD
SLO
PE
GABION WALL
GABION WALL
0.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000
10.000
11.000
12.000
13.000
14.000
15.000
16.000
17.000
18.000
19.000
20.000
21.000
22.000
23.000
24.000
25.000
26.000
27.000
28.000
29.000
30.000
31.000
32.000
33.000
34.000
35.000
36.000
37.000
38.000
39.000
40.000
41.000
42.000
43.000
44.000
45.000
46.000
47.000
48.000
49.000
50.000
51.000
52.000
53.000
54.000
55.000
56.000
57.000
58.000
59.000
60.000
61.000
62.000
63.000
64.000
65.000
66.000
67.000
68.000
69.000
70.000
71.000
72.000
73.000
74.000
75.000
76.000
77.000
78.000
79.000
80.000
81.000
82.000
83.000
84.000
85.000
86.000
87.000
88.000
89.000
90.000
91.000
92.000
93.000
94.000
95.000
96.000
97.000
98.000
99.000
100.000
101.000
102.000
103.000
104.000
105.000
106.000
107.000
108.000
109.000
110.000
111.000
112.000
113.000
114.000
115.000
116.000
117.000
118.000
119.000
120.000
121.000
122.000
123.000
124.000
125.000
126.000
127.000
128.000
129.000
130.000
131.000
132.000
133.000
134.000
135.000
136.000
137.000
138.000
139.000
140.000
141.000
142.000
143.000
144.000
145.000
146.000
147.000
148.000
149.000
150.000
151.000
152.000
153.000
154.000
155.000
156.000
157.000
157.677
SCALE:
(as Sheet A3 size)1:650
PLAN-01
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATE DRAWING NO.
NAME & SIGNATURE
SK-DL-04
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
STN-3
BB
FLO
W
D
IR
EC
TIO
N
FLO
W D
IR
EC
TIO
N
A
TRAFFIC
C
D
E
F
A
TRAFFIC
1%
S
LO
PE
C
D
E
F
1000010000
1000010000
10000BRIDGE SPAN = 5 X 10M = 50.00M
DRAIN
APPROACH SLAB (refer relevant dwg for details))
FOOTPATH
FOOTPATH
RETURN WALL
GE
LE
PH
U S
ID
E
TR
O
N
G
SA
S
ID
E
RO
AD
SLO
PE
RO
AD
SLO
PE
GABION WALL
GABION WALL
43.000
44.000
45.000
46.000
47.000
48.000
49.000
50.000
51.000
52.000
53.000
54.000
55.000
56.000
57.000
58.000
59.000
60.000
61.000
62.000
63.000
64.000
65.000
66.000
67.000
68.000
69.000
70.000
71.000
72.000
73.000
74.000
75.000
76.000
77.000
78.000
79.000
80.000
81.000
82.000
83.000
84.000
85.000
86.000
87.000
88.000
89.000
90.000
91.000
92.000
93.000
94.000
95.000
96.000
97.000
98.000
99.000
100.000
101.000
102.000
103.000
104.000
105.000
106.000
107.000
108.000
109.000
110.000
111.000
112.000
113.000
114.000
115.000
116.000
117.000
118.000
119.000
120.000
121.000
122.000
123.000
124.000
125.000
126.000
SCALE:
(as Sheet A3 size)NTS
PLAN-02
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATE DRAWING NO.
NAME & SIGNATURE
SK-DL-05
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
Datum : 299.000
300.221
0.000
300.234
1.000
300.248
2.000
300.261
3.000
300.273
4.000
300.286
5.000
300.298
6.000
300.308
7.000
300.318
8.000
300.328
9.000
300.338
10.000
300.348
11.000
300.360
12.000
300.372
13.000
300.372
300.384
14.000
300.397
15.000
300.397
300.411
16.000
300.425
17.000
300.440
18.000
300.454
19.000
300.469
20.000
300.480
21.000
300.488
22.000
300.497
23.000
300.506
24.000
300.516
25.000
300.525
26.000
300.525
300.535
27.000
300.545
28.000
300.554
29.000
300.564
30.000
300.564
300.571
31.000
300.576
32.000
300.581
33.000
300.587
34.000
300.595
35.000
300.609
36.000
300.623
37.000
300.635
38.000
300.644
39.000
300.654
40.000
300.663
41.000
300.672
42.000
300.682
43.000
300.691
44.000
300.701
45.000
300.715
46.000
300.728
47.000
300.742
48.000
300.758
49.000
300.775
50.000
300.792
51.000
300.809
52.000
300.809
300.826
53.000
300.826
300.843
54.000
300.860
55.000
300.881
56.000
300.928
57.000
300.974
58.000
301.021
59.000
301.068
60.000
301.068
301.110
61.000
301.148
62.000
301.187
63.000
301.200
64.000
301.187
65.000
301.174
66.000
301.042
67.000
300.822
68.000
300.602
69.000
300.382
70.000
300.168
71.000
299.989
72.000
299.853
72.762
299.860
73.000
299.889
74.000
299.918
75.000
299.947
76.000
299.975
77.000
299.864
78.000
300.802
79.000
301.144
80.000
301.110
81.000
301.094
82.000
301.079
83.000
301.063
84.000
301.048
85.000
301.032
86.000
301.016
87.000
301.002
88.000
300.993
89.000
300.984
90.000
300.975
91.000
300.964
92.000
300.942
93.000
300.919
94.000
300.896
95.000
300.871
96.000
300.846
97.000
300.820
98.000
300.795
99.000
300.785
100.000
300.777
101.000
300.763
102.000
300.742
103.000
300.721
104.000
300.721
300.696
105.000
300.696
300.679
106.000
300.679
300.683
107.000
300.686
108.000
300.689
109.000
300.681
110.000
300.679
111.000
300.679
112.000
300.679
113.000
300.679
114.000
300.683
115.000
300.688
116.000
300.693
117.000
300.700
118.000
300.708
119.000
300.708
300.716
120.000
300.716
300.726
121.000
300.718
122.000
300.703
123.000
300.696
124.000
300.693
125.000
300.696
126.000
300.695
127.000
300.673
128.000
300.650
129.000
300.689
130.000
300.668
131.000
300.647
132.000
300.626
133.000
300.595
134.000
300.567
135.000
300.569
136.000
300.566
137.000
300.564
138.000
300.567
139.000
300.583
140.000
300.602
141.000
300.620
142.000
300.638
143.000
300.656
144.000
300.628
145.000
300.630
146.000
300.630
147.000
300.630
148.000
300.631
149.000
300.631
150.000
300.631
151.000
300.632
152.000
300.632
153.000
300.632
154.000
300.633
155.000
300.633
156.000
300.634
157.000
300.635
157.677
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
CHAINAGE
L-Section - Elevation
Horizontal Scale 1 : 200
Vertical Scale 1 : 200
L-Section
10.00m10.00m10.00m10.00m
50.00m
F
E
D
C
B
C
L
4.0
%
SLO
PE
Existing terrain Existing terrain4.0
%
SLO
PE
Design terrainDesign terrain
A
LONGITUDINAL SECTION
RL(ROAD)= 304.536m RL(ROAD)= 304.536m
RL(PCC TOP)= 298.535m RL(PCC TOP)= 298.535m
GELEPHUG SIDE
TRONGSA SIDE
CH=59.3
CH=109.3
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:200
GENERAL ELEVATION-01
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATENAME & SIGNATURE
SK-DL-06
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
30
0.7
28
47
.0
00
30
0.7
42
48
.0
00
30
0.7
58
49
.0
00
30
0.7
75
50
.0
00
30
0.7
92
51
.0
00
30
0.8
09
52
.0
00
30
0.8
09
30
0.8
26
53
.0
00
30
0.8
26
30
0.8
43
54
.0
00
30
0.8
60
55
.0
00
30
0.8
81
56
.0
00
30
0.9
28
57
.0
00
30
0.9
74
58
.0
00
30
1.0
21
59
.0
00
30
1.0
68
60
.0
00
30
1.0
68
30
1.1
10
61
.0
00
30
1.1
48
62
.0
00
30
1.1
87
63
.0
00
30
1.2
00
64
.0
00
30
1.1
87
65
.0
00
30
1.1
74
66
.0
00
30
1.0
42
67
.0
00
30
0.8
22
68
.0
00
30
0.6
02
69
.0
00
30
0.3
82
70
.0
00
30
0.1
68
71
.0
00
29
9.9
89
72
.0
00
29
9.8
53
72
.7
62
29
9.8
60
73
.0
00
29
9.8
89
74
.0
00
29
9.9
18
75
.0
00
29
9.9
47
76
.0
00
29
9.9
75
77
.0
00
29
9.8
64
78
.0
00
30
0.8
02
79
.0
00
30
1.1
44
80
.0
00
30
1.1
10
81
.0
00
30
1.0
94
82
.0
00
30
1.0
79
83
.0
00
30
1.0
63
84
.0
00
30
1.0
48
85
.0
00
30
1.0
32
86
.0
00
30
1.0
16
87
.0
00
30
1.0
02
88
.0
00
30
0.9
93
89
.0
00
30
0.9
84
90
.0
00
30
0.9
75
91
.0
00
30
0.9
64
92
.0
00
30
0.9
42
93
.0
00
30
0.9
19
94
.0
00
30
0.8
96
95
.0
00
30
0.8
71
96
.0
00
30
0.8
46
97
.0
00
30
0.8
20
98
.0
00
30
0.7
95
99
.0
00
30
0.7
85
10
0.0
00
30
0.7
77
10
1.0
00
30
0.7
63
10
2.0
00
30
0.7
42
10
3.0
00
30
0.7
21
10
4.0
00
30
0.7
21
30
0.6
96
10
5.0
00
30
0.6
96
30
0.6
79
10
6.0
00
30
0.6
79
30
0.6
83
10
7.0
00
30
0.6
86
10
8.0
00
30
0.6
89
10
9.0
00
30
0.6
81
11
0.0
00
30
0.6
79
11
1.0
00
30
0.6
79
11
2.0
00
30
0.6
79
11
3.0
00
30
0.6
79
11
4.0
00
30
0.6
83
11
5.0
00
30
0.6
88
11
6.0
00
30
0.6
93
11
7.0
00
30
0.7
00
11
8.0
00
30
0.7
08
11
9.0
00
30
0.7
08
30
0.7
16
12
0.0
00
50
60
70
80
90
10
0
11
0
12
0
10.00m10.00m10.00m10.00m
50.00m
F
E
D
C
B
C
L
4.0
%
SLO
PE
4.0
%
SLO
PE
Design terrain
A
RL(ROAD)= 304.536m RL(ROAD)= 304.536m
RL(PCC TOP)= 298.535m RL(PCC TOP)= 298.535m
GELEPHUG SIDE
TRONGSA SIDE
CH=59.3
CH=109.3
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:200
GENERAL ELEVATION-02
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATENAME & SIGNATURE
SK-DL-07
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A B
OUTER KERB BEAM
INNER KERB BEAM
DRAIN SPOUT
TRAFFIC
RAILING
1%
S
LO
PE
C D E F
TOP DECK SLAB PLAN
1
3
2
A B
B
B
C D E F
BOTTOM SLAB PLAN
1
3
2
UPPER STREAM SIDE
DOWN STREAM SIDE
DRAIN SPOUT
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:150
TOP & BOTTOM SLAB PLAN
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
DATENAME & SIGNATURE
SK-DL-08
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
DRAWINGSDESCRIPTION·COVER PAGE·DRAWING LIST·GENERAL NOTES·REBAR CODES & SHAPE DETAILDRAWING LISTSLDESCRIPTIONDRAWINGNO.1COVER PAGE2DRAWING LISTSK-DL-0134GENERAL NOTESBJ-035REBAR CODE & SHAPE DETAILBJ-046LONGITUDINAL SECTIONBJ-057TOP & BOTTOM SLAB PLANBJ-068LONGITUDINAL SECTION & BASE SLAB C/SBJ-079DECK CROSS SECTIONBJ-0810END PORTION ELEVATION & PLANBJ-0911SECTIONAL DETAILSBJ-1012REINFORCEMENT DETAILS - LONGITUDINAL SECTIONBJ-1113REINFORCEMENT DETAILS - VERTICAL WALLSBJ-1214REINFORCEMENT DETAILS - TOP SLABBJ-1315REINFORCEMENT DETAILS - BOTTOM SLABBJ-1416REINFORCEMENT DETAILS - TOP SLABBJ-1517REINFORCEMENT DETAILS - BOTTOM SLAB & RETURN WALLSBJ-1618RAILING - DIMENSIONSBJ-1719RAILING - REBAR DETAILSBJ-1820DRAINAGE SPOUT DETAILSBJ-192122APPROACH SLAB DETAILSBJ-2123SIDE DRAIN DETAL, APP. SLAB & FOOTPATH REINF. DETAILSBJ-2224FOOTPATH SLAB DETAILSBJ-2325PARABOLIC PROFILE DETAILSBJ-2426REBAR SCHEDULE FOR TOP SLABBJ-2527REBAR SCHEDULE FOR SIDE KERBBJ-2628REBAR SCHEDULE FOR BOTTOM SLAB & SCOUR PROTECTION KEYBJ-2729REBAR SCHEDULE FOR END WALLSBJ-2830REBAR SCHEDULE FOR INTERMEDIATE WALLSBJ-2931REBAR SCHEDULE FOR RETURN WALLSBJ-3032REBAR SCHEDULE FOR APPROACH SLABSBJ-31C. REINFORCEMENT1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 17862. REBAR SCHEDULE IS DONE IN ACCORDANCE WITH ISO 4066:2000 3. MINIMUM LAP LENGTH AND ANCHORAGE LENGTH SHALL BEAS PER IRC-112:20114. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE DRAWINGS OR DIRECTED BY THE ENGINEER.● TOP SLAB-TOP REINFORCEMENT - 50 mm-BOTTOM REINFORCEMENT - 50 mm -SIDE - 50 mm●KERB BEAM -ALL SIDE - 50 mm●BOTTOM SLAB -ALL SIDE - 50 mm●RAILING -RAINLING POST ALL SIDE - 40 mm -RAIL ALL SIDE - 25 mm●VERTICAL WALLS AND RETURN WALLS - ALL SIDE - 50 mm5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THATOF CONCRETE SHALL ONLY BE USED.6. FULL COVER SHALL BE MAINTAINED AT GROOVES AND OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE SURFACES.D. WATERWATER TO BE USED IN CONCRETINGAND CURING SHALL BE POTABLE WATER.E. MATERIAL SPECIFICATIONMATERIAL SPECIFICATIONS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION AS SPELT OUT IN THE CONTRACTDOCUMENT.B. CONCRETE;UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER RELATED SECTION OFCONTRACT DOCUMENT PARTLY REPRODUCED BELOW:-------------------------------------------------------------------------------------------------------------------------------APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH (28 DAYS) IN MPa-------------------------------------------------------------------------------------------------------------------------------ALL THE REINFORCED CONCRETESTRUCTURAL COMPONENTS OF THEBRIDGE - TOP SLAB, BOTTOM SLAB,VERTICAL WALLS, RETURN WALLS, KERB,APPROACH SLAB etc. M25 as per IS 456-------------------------------------------------------------------------------------------------------------------------------PCC FOR LEVELING M15 as per IS 456-------------------------------------------------------------------------------------------------------------------------------A. GENERAL1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN MILLIMETER (mm) AND ALL LEVELS ARE IN m. DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED.3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASEOF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.4. THE BRIDGE IS DESIGNED AS PER RELEVENT INDIAN ROAD CONGRESS (IRC) CODES5. LIVE LOAD: Single Lane Class 70R (Wheeled) or double lane Class A as IRC whichever isCritical.F. SUPERVISIONTHE CONSTRUCTION WORK MUST BE SUPERVISED BY COMPETENT SUPERVISION ENGINEER.GENERAL NOTESH. ABBREVATIONS1. U.T.-L = UPPER TOP-LAYER2. L.T.-L = LOWER TOP-LAYER3. U.B.-L = UPPER BOTTOM-LAYER4. L.B.-L = LOWER BOTTOM-LAYERFFFFFF45° HOOK90° HOOK135° HOOK180° HOOKREBAR HOOK SPECIFICATIONSHAPE CODESHPAE00a11bTotal Length :aaTotal Length :rabdc51Total Length :2(a+b)+16d21bacTotal Length :a+b+c-r-2dSHAPE CODE AS PER ISO 4066 : 2000LEGEND :r = BENDING RADIUS AS PER TABLE 4d = DIAMETER OF BARa/b/c/d = AS SHOWNa+b - ½r-d 1(ART. 5.10 AASHTO LRFD 2007)REBAR DESIGNATIONDIA, mmAREA, mm2UNIT WT., kg/m REBAR TYPET1010790.617IS : 1786 GRADE Fe 500T12121130.888TIE/STIRRUPSOTHER90013509001800T16162011.578T104060607512065T20203142.466T124872727514465T25254913.853T166496969619265T28286164.834T20 -12024012024080T32328046.313T25 -150300150300100T28 -168168336112T32 -2561923841281 ALL REINFORCEMENT SHALL BE COLD BENDREBAR DESIGNATIONBENDING DIAMETERTIE/STIRRUPSSTANDARD HOOK EXTENSION, mmOTHERIS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500TABLE 3 : STANDARD RE-BAR PROPERTIES(UNIT WT. 0.00785 kg / mm² /m)IS : 1786 GRADE Fe 500TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT·LONGITUDINAL ELEVATION·LONGITUDINAL SECTION·TOP AND BOTTOM SLAB PLAN·DECK CROSS SECTION·END SECTION PLAN & ELEVATION·SECTIONAL DETAILS·REINFORCEMENT DETAILS·RAILING DETAILS·DRAINAGE SPOUTS·APPROACH SLAB DETAILS·FOOT PATH SLAB DETAILSCLLONGITUDINAL SECTION (along centre line/ grid 2)SCALE 1:150ABOUTER KERB BEAMINNER KERB BEAMDRAIN SPOUTTRAFFICRAILINGAA 1% SLOPEABCDEF CDEFTOP DECK SLAB PLAN132ABBB CDEFBOTTOM SLAB PLAN13250mm WEARINGCOURSE1% SLOPERAILINGDECKSECTION A-ASCALE 1:501% SLOPERAILINGSEE DETAIL 'A'60mm WEARING COURSE1% SLOPERAILING(SEE RAILING DETAIL)DECKDETAIL 'A'SCALE 1:30FOOTPATH SLAB50X50 FILLET65mm Ø HDPE DRAINAGEPIPE OF LENGTH 550 MMDRAIN SPOUT(SEE DRAIN DETAIL)WATER DROP PROFILESEE DETAIL 'B'POINT FOLLOWED FORDECK PROFILEDETAIL 'B'SCALE 1:4AEND SIDE VIEWSCALE 1:50A132END PLANSCALE 1:50BOTTOM SLABRETURN WALLRETURN WALL1% SLOPERAILINGSECTION C-CSCALE 1:501% SLOPECCCLCLWeep holes 11cmØ(HDPE Pipes) 1 in 20 slopeDDASECTION D-DSCALE 1:50CCLREINFORCEMENT DETAILABCDEFBOTTOM SLAB COMPLETEDLEVELLING CONCRETEPCC M15 OF THICKNESS 150 MMUNDISTRUBEDGROUND/ FULLY COMPACTEDSOIL (MIN. SAFE BEARINGCAPACITY =50KN/m2SCOUR PROTECTIONKEY COMPLETED UPPER STREAM SIDEDOWN STREAM SIDEDETAIL 'A'DETAIL 'B'DETAIL 'C'4% PARABOLIC PROFILE4% PARABOLIC PROFILEABCDEFTOP SLAB REINFORCEMENT PLAN132Legend:Top Reinforcement (Lap: 1613mm)Bottom Reinforcement (Lap: 2016mm)88-01-T20-120-U.T.-L88-01-T20-120-U.T.-L53-2a-T16-200-U.T.-L88-03-T20-120-U.T.-L88-03-T20-120-U.T.-L88-03-T20-120-U.T.-L88-03-T20-120-U.T.-L71-04-T20-150-L.B.-L71-04-T20-150-L.B.-L71-05-T20-150-L.B.-L71-05-T20-150-L.B.-L71-06-T20-150-L.B.-LAB33CDEF132UPPER STREAM SIDEDOWN STREAM SIDE71-07-T16-150-U.T.-L5-08-T16-150-U.T.-L78-9-T16-150-U.T.-L78-09-T16-150-U.T.-L78-09-T16-150-U.T.-L71-10-T16-150-U.T.-L5-11-T16-150-U.T.-L78-12-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-16-T16-150-L.B.-L5-14-T16-150-L.B.-L5-17-T16-150-L.B.-LBOTTOM SLAB REINFORCEMENT PLAN253-18-T12-200-L.T.-L253-19-T12-200-U.B.-L5-21-T12-200-U.B.-L5-20-T12-200-L.T.-L5-21-T12-200-B.B.-L5-20-T12-200-B.T.-L253-22-T12-200-L.T.-L253-23-T12-200-U.B.-LCLLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH53-02-T16-200-U.T.-L53-02-T16-200-U.T.-L53-02-T16-200-U.T.-L53-2a-T16-200-U.T.-L253-23-T12-200-U.B.-L253-22-T12-200-L.T.-L88-03-T20-120-U.T.-L1-24-T12-FACE1-25-T12-FACE51-30-T16-1000-CHAIRSREFER DETAIL "1"DECK SLAB REINFORCEMENTDETAILSECTION 2-2Scale 1:50DETAIL "1" Scale-1:25Natural Ground LevelNatural Ground LevelBASE SLAB ,SECTION 3-3SCALE - 1 :5071-05-T20-150-L.B.-LBOTTOM SLABRCC(M25)UNDISTURBED GROUNDFULLY COMPACTED SOIL(SBC : 50KN/M2).SCOUR PROTECTIONKEY COMPLETEDVery Important Note:The back filling behind the end vertical wall shall bedone only after the top slab is cast. The concrete ofthe top slab shall be atleast 7 days old at the time ofback filling.LAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH1122CL253-23-T12-200-U.B.-L253-22-T12-200-L.T.-L53-02-T16-200-U.T.-L1-24-T12-FACE1-25-T12-FACE561-30-T16-1000-CHAIRSREFER DETAIL "1"DECK SLAB REINFORCEMEN TDETAILSECTION 1-1Scale 1:5071-04-T20-150-L.B.-LADETAIL 'A'BDETAIL 'B'CDETAIL 'C'53-40-T16-20053-40-T16-20053-41-T16-20088-01-T20-12029-42-T12-200(inner side)38-43-T12-150(outer side)71-44-T12-15053-45-T12-15066-46-T12-1000-spacer1-47-T16- face bar1-48-T16- face bar53-40-T16-20053-40-T16-20053-49-T16-20053-49-T16-20032-50-T12-20032-50-T12-20066-51-T12-1000-spacer1-47-T16- face bar1-52-T16- face bar71-53-T12-15071-53-T12-15071-54-T12-15071-55-T12-15053-40-T16-20053-40-T16-20033-56-T12-20033-56-T12-20053-57-T16-20053-57-T16-20066-51-T12-1000-spacer1-47-T16- face bar1-58-T16- face bar71-53-T12-15071-53-T12-15071-59-T12-15071-60-T12-15022SEC. 2-2(REINF. DETAILS OF RAIL POST)SCALE=1:1511SEC. 1-1(REINF. DETAILS OF RAIL POST)SCALE=1:15REINF. DETAIL OF RAILINGSCALE 1:20SEC. 3-3(DETAILS OF RAIL POST)SCALE=1:156-01-T168-02-T10-15001024-03-T104-04-T124-04-T124-04-T12702-5a-T6-175SEE 'REBAR SCHEDULE, DWG. 702-5a-T6-175SEE 'REBAR SCHEDULE, DWG. 702-5a-T6-175SEE 'REBAR SCHEDULE, DWG.04040405a2-06-T61-07-T61-08-T61-09-T61-10-T61-11-T61-12-T61-13-T60504aKERBKERBKERBEND DETAILS (Scale 1:20)BB33KERBCLDETAILS AT THE LONGITUDINAL CENTRE (Scale 1:20) 10.00m10.00m10.00m10.00m10.00m50.00mLONGITUDINAL SECTIONABCDEFCL4.5% SLOPEDesign/dinished terrainExisting terrainDesign/dinished terrainExisting terrain4.5% SLOPELONGITUDINAL SECTION KHARBANDI SIDEPASAKHA SIDEDRAIN SPOUT61026030515551555157601155526026015AANB:i) All connections are welded connectionsii) All welds as fillet welds a=4mmiii) All steel parts should be hot dip galvanisedSECTION "A - A"GI Grating/cover5mm thk GI plateBBGI pipe of120mm dia.120mm dia.GI pipeTotal 5 steel strips10/25 - 216mm28x28x5mm plate with10mmØ threaded holeThreaded hole for8mm dia boltCover 246/246mmBolt Ø 8mm1528102821615152505552251521615525052602810282551155301201506107601550515505130130120mm Ø1205mm thk GI plate120306104VIEW "B - B"Grating plan viewABCD EFREINFORCEMENTPLAN FOR KERBS, FACE REBARS & SCOURPROTECTION KEY132LAP LENGTHLAP LENGTH LAP LENGTHLAP LENGTH1-24a-T12-Face bar1-24a-T12-Face bar1-24a-T12-Face bar 1-24a-T12-Face bar1-24b-T12-Face barLAP LENGTH LAP LENGTH8-34a-T12-EQ.8-34a-T12-EQ.8-34a-T12-EQ. 8-34a-T12-EQ.8-34b-T12-EQ.LAP LENGTHLAP LENGTH LAP LENGTH6-32a-T12-EQ.6-32a-T12-EQ. 6-32a-T12-EQ.6-32a-T12-EQ.6-32b-T12-EQ.1-35a-T12-Face bar1-35a-T12-Face bar1-35a-T12-Face bar 1-35a-T12-Face bar1-35b-T12-Face barLAP LENGTHLAP LENGTHLAP LENGTH LAP LENGTHLAP LENGTH10-39a-T16-15010-39a-T16-15010-39a-T16-150 10-39a-T16-15010-39b-T16-150HDPE PIPE OFLENGTH 550 MMLegend:Top Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)Bottom Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)ARETURN WALL REINFORCEMENT DETAIL7-63-T12-150Length Varies7-64-T12-150Length Varies7-61-T12-1507-62-T12-15013-65-T12-150Length Varies13-66-T12-150Length Varies39-67-T12-150Length Varies39-68-T12-150Length VariesLegend:Back fill side(Lap: 807mm)Valley side (Lap: 807mm)362 + 64 Valley Side63+61 Backfill Side68 Valley Side67 Backfill SideRETURN WALL REINFORCEMENT PLANASECTION E-ESCALE 1:50A132BOTTOM SLABAPPROACH SLABCCEESECTION F-FSCALE 1:3019-1-T12-15061-3-T12-15019-2-T12-15061-4-T12-15036-7-T12-150Chairs1-6-T12-Face bar1-5-T12-Face barAPPROCH SLAB REINFORCEMENT DETAILSCALE 1:301% SLOPE1% SLOPESide DrainFULLY COMPACTED SOILREFER DETAIL "D"APPROACH SLABPCC M15 OF THICKNESS 100MMPCC M15 OF THICKNESS 100MMSTONE SOLLING OF THICKNESS 50MM20% SLOPERETURN WALLDETAIL 'D'SCALE 1:20PLAN04-01-T10-150-BOTTOM10-02-T10-150-BOTTOM10-02-T10-150-BOTTOM04-01-T10-150-BOTTOMREINF. DETAILS (Section R-R)04-01-T10-150-BOTTOM10-02-T10-150-BOTTOMQQRRREINF. DETAILS (Section Q-Q)Footpath SlabABCDEF132FOOTPATH SLAB PLAN(Scale- 1:150)PPAPPROCH SLAB PLANSCALE 1:50FOOT PATH REINF. DETAILSSCALE 1:15FOOTPATH SLAB DETAILS (SEC. 'P-P'SCALE 1:15XZParabolic ProfilePOINT IDX (MM)Z(MM)10 022000 15234000 29246000 42058000 534610000 636712000 725814000 802916000 8661018000 9181120000 9571222000 9841324000 9981426000 9991528000 9881630000 9641732000 9281834000 8791936000 8182038000 7442140000 6572242000 558ABCDEF CLLONGITUDINAL SECTION12345678 9101112131415161718192021222324252627Parabolic ProfilePOINT IDX (MM)Z(MM)23440004462446000322254800018526500003527504500289.33290.51290.64289.53240.000260.000280.000300.000100001000010000100001000050000LONGITUDINAL SECTION (along centre line/ grid 2)ABCDEFCL4.5% SLOPE4.5% SLOPE556861986512556861986512Design Level 290.74m289.74m289.74m4% PARABOLIC PROFILE4% PARABOLIC PROFILE283.74m283.74mKHARBANDI SIDEPASAKHA SIDEReturn WallEnd Vertical wallIntermediate wallIntermediate wallIntermediate wallIntermediate wallEnd Vertical wallTop slabBottom slabLevelling concretePlease refer to separate dwg for the profile coordinatesDesign/dinished terrainExisting terrainDesign/dinished terrainExisting terrainLevel Datum =280.000DESIGN LEVELSChainage (m)289.07290.24310.000290.000290.73270.000289.97250.000Return Wall2836283671644ABCDEFCOORDINATES TABLE:LOCATIONNORTHINGEASTINGORIGINAL GROUND (OGL) REDUCED LEVEL (m)FOUNDATIONREDUCED LEVEL (m)DISTANCE (m)CHAINAGE (m) Ew1Iw1Ew22970880.2002970889.9362970899.6722970909.4082970919.1442970928.880741745.470741747.752741750.034741752.316741754.598741756.880290.874290.830290.596290.623290.426290.5570.00010.00020.00030.00040.00050.0000+247.2020+257.2020+267.2020+277.2020+287.2020+297.202283.74283.74283.74283.74283.74283.74COORDINATES TABLE:LOCATIONNORTHINGEASTINGORIGINAL GROUND (OGL) REDUCED LEVEL (m)FOUNDATIONREDUCED LEVEL (m)DISTANCE (m)CHAINAGE (m) VW1VW2VW3VW4VW5VW52970880.2002970889.9362970899.6722970909.4082970919.1442970928.880741745.470741747.752741750.034741752.316741754.598741756.880290.874290.830290.596290.623290.426290.5570.00010.00020.00030.00040.00050.0000+247.2020+257.2020+267.2020+277.2020+287.2020+297.202283.74283.74283.74283.74283.74283.74(Ew2)(Ew1)(Iw1)(Iw2)(Iw3)(Iw4)Iw2Iw3Iw4ROYAL GOVERNMENT OF BHUTANMINISTRY OF WORKS AND HUMAN SETTLEMENTLONGITUDINAL SECTIONABCDEFCOORDINATES TABLE:LOCATIONNORTHINGEASTINGORIGINAL GROUND (OGL) REDUCED LEVEL (m)FOUNDATIONREDUCED LEVEL (m)DISTANCE (m)CHAINAGE (m) Ew1Iw1Iw2Iw3Iw4Ew22970880.2002970889.9362970899.6722970909.4082970919.1442970928.880741745.470741747.752741750.034741752.316741754.598741756.880290.874290.830290.596290.623290.426290.5570.00010.00020.00030.00040.00050.0000+247.2020+257.2020+267.2020+277.2020+287.2020+297.202283.74283.74283.74283.74283.74283.74Ew1Iw1Iw2Iw3Iw4Ew2Chamfer(50x50)mmChamfer(50x50)mmA. GENERALALL DIMENSIONS ARE IN MILLIMETER UNLESSOTHERWIE MENTIONED.B. SHAPE CODE AND BAR SHAPETHE STANDARD SHAPE CODES AND ITS METHODOF MEASUREMENT HAVE BEEN PREPARED ASPER EUROPEAN STANDARD BS EN ISO 4006 ; 2000.BAR MARK.20 - 05 -T20 -150 -EFBAR MARKSPACINGNO OF BARTYPE OF REBARDIA OF REBARLOCATION/REMARKSINDICATES BAR CUT POINTNatural Ground LevelNatural Ground LevelBOTTOM SLAB REINFORCEMENTDETAILSECTION 3-3258-19+21-T12-200-U.B.-L12+14+15+16+177+8+9+10+11258-18+20-T12-200-L.T.-L1-35-T12-FACE1-36-T12-FACE612-37-T16-1000-CHAIRS253-38-T12-20010-39-T16-150LEVELLING CONCRETEPCCM15(150MM)THICK.UPSTREAMDOWNSTREAM DRAWINGSDESCRIPTION·COVER PAGE·DRAWING LIST·GENERAL NOTES·REBAR CODES & SHAPE DETAILDRAWING LISTSLDESCRIPTIONDRAWINGNO.1COVER PAGE2DRAWING LISTSK-DL-013GENERAL NOTESSK-DL-024REBAR CODE & SHAPE DETAILSK-DL-035PLAN-01SK-DL-046PLAN-02SK-DL-057GENERAL ELEVATION-01SK-DL-068GENERAL ELEVATION-02SK-DL-079TOP & BOTTOM SLAB PLANSK-DL-0810LONGITUDINAL SECTION & BASE SLAB C/SSK-DL-0911DECK CROSS SECTIONSK-DL-1012END PORTION ELEVATION AND PLANSK-DL-1113SECTIONAL DETAILSSK-DL-1214REINFORCEMENT DETAILS IN LONG SECTIONSSK-DL-1315REINFORCEMENT DETAILS - VERTICAL WALLSSK-DL-1416REINFORCEMENT DETAILS - TOP SLABSK-DL-1517REINFORCEMENT DETAILS - BOTTOM SLABSK-DL-1618REINFORCEMENT DETAILS - DECK SLABSK-DL-1719REINFORCEMENT DETAILS- BOTTOM SLAB & RETURN WALLSK-DL-1820RAILING - DIMENSIONSSK-DL-1921RAILING- REBAR DETAILSSK-DL-2022DRAINAGE SPOUT DETAILSSK-DL-2123APPROACH SLAB DETAILSSK-DL-2224APPROACH SLAB DETAILS- SECTION F-FSK-DL-2325SIDE DRAIN, APP. SLAB & FOOT PATH REINF. DETAILSSK-DL-2426FOOT PATH SLAB DETAILSSK-DL-2527PARABOLIC PROFILESK-DL-2628REBAR SCHEDULE FOR TOP SLABSK-DL-2729REBAR SCHEDULE FOR SIDE KERBSK-DL-2830REBAR SCHEDULE FOR BOTTOM SLAB & SCOUR PROTECTIONKEYSK-DL-2931REBAR SCHEDULE FOR END WALLSSK-DL-3032REBAR SCHEDULE FOR INTERMEDIATE WALLSSL-DL-3133REBAR SCHEDULE FOR RETURN WALLSSK-DL-32C. REINFORCEMENT1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 17862. REBAR SCHEDULE IS DONE IN ACCORDANCE WITH ISO 4066:2000 3. MINIMUM LAP LENGTH AND ANCHORAGE LENGTH SHALL BEAS PER IRC-112:20114. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE DRAWINGS OR DIRECTED BY THE ENGINEER.● TOP SLAB-TOP REINFORCEMENT - 50 mm-BOTTOM REINFORCEMENT - 50 mm -SIDE - 50 mm●KERB BEAM -ALL SIDE - 50 mm●BOTTOM SLAB -ALL SIDE - 50 mm●RAILING -RAINLING POST ALL SIDE - 40 mm -RAIL ALL SIDE - 25 mm●VERTICAL WALLS AND RETURN WALLS - ALL SIDE - 50 mm5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THATOF CONCRETE SHALL ONLY BE USED.6. FULL COVER SHALL BE MAINTAINED AT GROOVES AND OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE SURFACES.D. WATERWATER TO BE USED IN CONCRETINGAND CURING SHALL BE POTABLE WATER.E. MATERIAL SPECIFICATIONMATERIAL SPECIFICATIONS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION AS SPELT OUT IN THE CONTRACTDOCUMENT.B. CONCRETE;UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER RELATED SECTION OFCONTRACT DOCUMENT PARTLY REPRODUCED BELOW:-------------------------------------------------------------------------------------------------------------------------------APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH (28 DAYS) IN MPa-------------------------------------------------------------------------------------------------------------------------------ALL THE REINFORCED CONCRETESTRUCTURAL COMPONENTS OF THEBRIDGE - TOP SLAB, BOTTOM SLAB,VERTICAL WALLS, RETURN WALLS, KERB,APPROACH SLAB etc. M25 as per IS 456-------------------------------------------------------------------------------------------------------------------------------PCC FOR LEVELING M15 as per IS 456-------------------------------------------------------------------------------------------------------------------------------A. GENERAL1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN MILLIMETER (mm) AND ALL LEVELS ARE IN m. DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED.3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASEOF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.4. THE BRIDGE IS DESIGNED AS PER RELEVENT INDIAN ROAD CONGRESS (IRC) CODES5. LIVE LOAD: Single Lane Class 70R (Wheeled) or double lane Class A as IRC whichever isCritical.F. SUPERVISIONTHE CONSTRUCTION WORK MUST BE SUPERVISED BY COMPETENT SUPERVISION ENGINEER.GENERAL NOTESH. ABBREVATIONS1. U.T.-L = UPPER TOP-LAYER2. L.T.-L = LOWER TOP-LAYER3. U.B.-L = UPPER BOTTOM-LAYER4. L.B.-L = LOWER BOTTOM-LAYERFFFFFF45° HOOK90° HOOK135° HOOK180° HOOKREBAR HOOK SPECIFICATIONSHAPE CODESHPAE00a11bTotal Length :aaTotal Length :rabdc51Total Length :2(a+b)+16d21bacTotal Length :a+b+c-r-2dSHAPE CODE AS PER ISO 4066 : 2000LEGEND :r = BENDING RADIUS AS PER TABLE 4d = DIAMETER OF BARa/b/c/d = AS SHOWNa+b - ½r-d 1(ART. 5.10 AASHTO LRFD 2007)REBAR DESIGNATIONDIA, mmAREA, mm2UNIT WT., kg/m REBAR TYPET1010790.617IS : 1786 GRADE Fe 500T12121130.888TIE/STIRRUPSOTHER90013509001800T16162011.578T104060607512065T20203142.466T124872727514465T25254913.853T166496969619265T28286164.834T20 -12024012024080T32328046.313T25 -150300150300100T28 -168168336112T32 -2561923841281 ALL REINFORCEMENT SHALL BE COLD BENDREBAR DESIGNATIONBENDING DIAMETERTIE/STIRRUPSSTANDARD HOOK EXTENSION, mmOTHERIS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500TABLE 3 : STANDARD RE-BAR PROPERTIES(UNIT WT. 0.00785 kg / mm² /m)IS : 1786 GRADE Fe 500TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT·LONGITUDINAL ELEVATION·LONGITUDINAL SECTION·TOP AND BOTTOM SLAB PLAN·DECK CROSS SECTION·END SECTION PLAN & ELEVATION·SECTIONAL DETAILS·REINFORCEMENT DETAILS·RAILING DETAILS·DRAINAGE SPOUTS·APPROACH SLAB DETAILS·FOOT PATH SLAB DETAILSCLLONGITUDINAL SECTION (along centre line/ grid 2)SCALE 1:150ABOUTER KERB BEAMINNER KERB BEAMDRAIN SPOUTTRAFFICRAILINGAA1% SLOPEABCDEFCDEFTOP DECK SLAB PLAN132ABBBCDEFBOTTOM SLAB PLAN13250mm WEARINGCOURSE1% SLOPERAILINGDECKSECTION A-ASCALE 1:501% SLOPERAILINGSEE DETAIL 'A'60mm WEARING COURSE1% SLOPERAILING(SEE RAILING DETAIL)DECKDETAIL 'A'SCALE 1:30FOOTPATH SLAB50X50 FILLET65mm Ø HDPE DRAINAGEPIPE OF LENGTH 550 MMDRAIN SPOUT(SEE DRAIN DETAIL)WATER DROP PROFILESEE DETAIL 'B'POINT FOLLOWED FORDECK PROFILEDETAIL 'B'SCALE 1:5AEND SIDE VIEWSCALE 1:50A132END PLANSCALE 1:50BOTTOM SLABRETURN WALLRETURN WALL1% SLOPERAILINGSECTION C-CSCALE 1:501% SLOPECCCLCLWeep holes 11cmØ(HDPE Pipes) 1 in 20 slopeDDASECTION D-DSCALE 1:50CCLREINFORCEMENT DETAILABCDEFBOTTOM SLABLEVELLING CONCRETEPCC M15 OF THICKNESS 100 MMUNDISTRUBEDGROUND/ FULLY COMPACTEDSOIL (MIN. SAFE BEARINGCAPACITY =50KN/m2SCOUR PROTECTIONKEY TO BE PROVIDED AT UPPER STREAM SIDEUPPER STREAM SIDEDOWN STREAM SIDEDETAIL 'A'DETAIL 'B'DETAIL 'C'4% PARABOLIC PROFILE4% PARABOLIC PROFILEABCDEFTOP SLAB REINFORCEMENT PLAN132Legend:Top Reinforcement (Lap: 1613mm)Bottom Reinforcement (Lap: 2016mm)88-01-T20-120-U.T.-L88-01-T20-120-U.T.-L53-2a-T16-200-U.T.-L88-03-T20-120-U.T.-L88-03-T20-120-U.T.-L88-03-T20-120-U.T.-L88-03-T20-120-U.T.-L71-04-T20-150-L.B.-L71-04-T20-150-L.B.-L71-05-T20-150-L.B.-L71-05-T20-150-L.B.-L71-06-T20-150-L.B.-LAB33CDEF132UPPER STREAM SIDEDOWN STREAM SIDE71-07-T16-150-U.T.-L5-08-T16-150-U.T.-L78-9-T16-150-U.T.-L78-09-T16-150-U.T.-L78-09-T16-150-U.T.-L71-10-T16-150-U.T.-L5-11-T16-150-U.T.-L78-12-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-16-T16-150-L.B.-L5-14-T16-150-L.B.-L5-17-T16-150-L.B.-LBOTTOM SLAB REINFORCEMENT PLAN253-18-T12-200-L.T.-L253-19-T12-200-U.B.-L5-21-T12-200-U.B.-L5-20-T12-200-L.T.-L5-21-T12-200-B.B.-L5-20-T12-200-B.T.-L253-22-T12-200-L.T.-L253-23-T12-200-U.B.-LCLLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH53-02-T16-200-U.T.-L53-02-T16-200-U.T.-L53-02-T16-200-U.T.-L53-2a-T16-200-U.T.-L253-23-T12-200-U.B.-L253-22-T12-200-L.T.-L88-03-T20-120-U.T.-L1-24-T12-FACE1-25-T12-FACE51-30-T16-1000-CHAIRSREFER DETAIL "1"DECK SLAB REINFORCEMENTDETAILSECTION 2-2Scale 1:5002-32-T12-EQ-TOP02-32-T12-EQ-BOTT.02-32-T12-SIDE337-31-T16-150337-33-T16-15003-34-T12-EQ-TOP02-34-T12-SIDE03-34-T12-EQ-BOTT.DETAIL "1" Scale-1:25Natural Ground LevelNatural Ground LevelBOTTOM SLAB REINFORCEMENTDETAILSECTION 3-371-05-T20-150-L.B.-L10-19+21-T12-200-U.B.-L12+14+15+16+177+8+9+10+1110-18+20-T12-200-L.T.-L1-35-T12-FACE1-36-T12-FACE612-37-T16-1000-CHAIRS253-38-T12-20010-39-T16-150Very Important Note:The back filling behind the end vertical wall shall bedone only after the top slab is cast. The concrete ofthe top slab shall be atleast 7 days old at the time ofback filling.LAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH1122CL253-23-T12-200-U.B.-L253-22-T12-200-L.T.-L53-02-T16-200-U.T.-L1-24-T12-FACE1-25-T12-FACE561-30-T16-1000-CHAIRSREFER DETAIL "1"DECK SLAB REINFORCEMEN TDETAILSECTION 1-1Scale 1:5071-04-T20-150-L.B.-LADETAIL 'A'BDETAIL 'B'CDETAIL 'C'53-40-T16-20053-40-T16-20053-41-T16-20088-01-T20-12029-42-T12-200(inner side)38-43-T12-150(outer side)71-44-T12-15053-45-T12-15066-46-T12-1000-spacer1-47-T16- face bar1-48-T16- face bar53-40-T16-20053-40-T16-20053-49-T16-20053-49-T16-20032-50-T12-20032-50-T12-20066-51-T12-1000-spacer1-47-T16- face bar1-52-T16- face bar71-53-T12-15071-53-T12-15071-54-T12-15071-55-T12-15053-40-T16-20053-40-T16-20033-56-T12-20033-56-T12-20053-57-T16-20053-57-T16-20066-51-T12-1000-spacer1-47-T16- face bar1-58-T16- face bar71-53-T12-15071-53-T12-15071-59-T12-15071-60-T12-15022SEC. 2-2(REINF. DETAILS OF RAIL POST)11SEC. 1-1(REINF. DETAILS OF RAIL POST)REINF. DETAIL OF RAILINGSEC. 3-3(DETAILS OF RAIL POST)6-01-T168-02-T10-15001024-03-T104-04-T124-04-T124-04-T12702-5a-T6-175702-5a-T6-175702-5a-T6-17504040405a2-06-T61-07-T61-08-T61-09-T61-10-T61-11-T61-12-T61-13-T60504aKERBKERBKERBEND DETAILS BB33KERBCLDETAILS AT THE LONGITUDINAL CENTRE LONGITUDINAL SECTIONDRAIN SPOUT61026030515551555157601155526026015AANB:i) All connections are welded connectionsii) All welds as fillet welds a=4mmiii) All steel parts should be hot dip galvanisedSECTION "A - A"GI Grating/cover5mm thk GI plateBBGI pipe of120mm dia.120mm dia.GI pipeTotal 5 steel strips10/25 - 216mm28x28x5mm plate with10mmØ threaded holeThreaded hole for8mm dia boltCover 246/246mmBolt Ø 8mm1528102821615152505552251521615525052602810282551155301201506107601550515505130130120mm Ø1205mm thk GI plate120306104VIEW "B - B"Grating plan viewABCDEFREINFORCEMENTPLAN FOR KERBS, FACE REBARS & SCOURPROTECTION KEY132LAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH1-24a-T12-Face bar1-24a-T12-Face bar1-24a-T12-Face bar1-24a-T12-Face bar1-24b-T12-Face barLAP LENGTHLAP LENGTH8-34a-T12-EQ.8-34a-T12-EQ.8-34a-T12-EQ.8-34a-T12-EQ.8-34b-T12-EQ.LAP LENGTHLAP LENGTHLAP LENGTH6-32a-T12-EQ.6-32a-T12-EQ.6-32a-T12-EQ.6-32a-T12-EQ.6-32b-T12-EQ.1-35a-T12-Face bar1-35a-T12-Face bar1-35a-T12-Face bar1-35a-T12-Face bar1-35b-T12-Face barLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH10-39a-T16-15010-39a-T16-15010-39a-T16-15010-39a-T16-15010-39b-T16-150HDPE PIPE OFLENGTH 550 MMLegend:Top Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)Bottom Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)ARETURN WALL REINFORCEMENT DETAIL7-63-T12-150Length Varies7-64-T12-150Length Varies7-61-T12-1507-62-T12-15013-65-T12-150Length Varies13-66-T12-150Length Varies39-67-T12-150Length Varies39-68-T12-150Length VariesLegend:Back fill side(Lap: 807mm)Valley side (Lap: 807mm)362 + 64 Valley Side63+61 Backfill Side68 Valley Side67 Backfill SideRETURN WALL REINFORCEMENT PLANASECTION E-ESCALE 1:50A132BOTTOM SLABAPPROACH SLABCCEESECTION F-FSCALE 1:3019-1-T12-15061-3-T12-15019-2-T12-15061-4-T12-15036-7-T12-150Chairs1-6-T12-Face bar1-5-T12-Face barAPPROCH SLAB REINFORCEMENT DETAILSCALE 1:301% SLOPE1% SLOPESide DrainFULLY COMPACTED SOILREFER DETAIL "D"APPROACH SLABPCC M15 OF THICKNESS 100MMPCC M15 OF THICKNESS 100MMSTONE SOLLING OF THICKNESS 50MM20% SLOPERETURN WALLDETAIL 'D'SCALE 1:20PLAN04-01-T10-150-BOTTOM10-02-T10-150-BOTTOM10-02-T10-150-BOTTOM04-01-T10-150-BOTTOMREINF. DETAILS (Section R-R)04-01-T10-150-BOTTOM10-02-T10-150-BOTTOMQQRRREINF. DETAILS (Section Q-Q)Footpath SlabABCDEF132FOOTPATH SLAB PLAN(Scale- 1:150)PPAPPROCH SLAB PLANSCALE 1:50FOOT PATH REINF. DETAILSSCALE 1:15FOOTPATH SLAB DETAILS (SEC. 'P-P'SCALE 1:15XZParabolic ProfilePOINT IDX (MM)Z(MM)100220001523400029246000420580005346100006367120007258140008029160008661018000918112000095712220009841324000998142600099915280009881630000964173200092818340008791936000818203800074421400006572242000558ABCDEFCLLONGITUDINAL SECTION123456789101112131415161718192021222324252627Parabolic ProfilePOINT IDX (MM)Z(MM)23440004462446000322254800018526500003527504500200200289.33290.51290.64289.53240.000260.000280.000300.000100001000010000100001000050000LONGITUDINAL SECTION (along centre line/ grid 2)ABCDEFCL4.5% SLOPE4.5% SLOPE556861986512556861986512Design Level 290.74m289.74m289.74m4% PARABOLIC PROFILE4% PARABOLIC PROFILE283.74m283.74mKHARBANDI SIDEPASAKHA SIDEReturn WallEnd Vertical wallIntermediate wallIntermediate wallIntermediate wallIntermediate wallEnd Vertical wallTop slabBottom slabLevelling concretePlease refer to separate dwg for the profile coordinatesDesign/dinished terrainExisting terrainDesign/dinished terrainExisting terrainLevel Datum =280.000DESIGN LEVELSChainage (m)289.07290.24310.000290.000290.73270.000289.97250.000Return Wall2836283671644ABCDEFCOORDINATES TABLE:LOCATIONNORTHINGEASTINGORIGINAL GROUND (OGL) REDUCED LEVEL (m)FOUNDATIONREDUCED LEVEL (m)DISTANCE (m)CHAINAGE (m) Ew1Iw1Ew22970880.2002970889.9362970899.6722970909.4082970919.1442970928.880741745.470741747.752741750.034741752.316741754.598741756.880290.874290.830290.596290.623290.426290.5570.00010.00020.00030.00040.00050.0000+247.2020+257.2020+267.2020+277.2020+287.2020+297.202283.74283.74283.74283.74283.74283.74COORDINATES TABLE:LOCATIONNORTHINGEASTINGORIGINAL GROUND (OGL) REDUCED LEVEL (m)FOUNDATIONREDUCED LEVEL (m)DISTANCE (m)CHAINAGE (m) VW1VW2VW3VW4VW5VW52970880.2002970889.9362970899.6722970909.4082970919.1442970928.880741745.470741747.752741750.034741752.316741754.598741756.880290.874290.830290.596290.623290.426290.5570.00010.00020.00030.00040.00050.0000+247.2020+257.2020+267.2020+277.2020+287.2020+297.202283.74283.74283.74283.74283.74283.74(Ew2)(Ew1)(Iw1)(Iw2)(Iw3)(Iw4)Iw2Iw3Iw4CONSTRUCTION OF BHAWANIJHORA BRIDGE ON RINCHENDING - PASAKHAACCESS ROAD, PHUENTSHOLINGWORKING DRAWINGSDATENOVEMBER, 2015SPANCARRIAGE WAY50.00 m (100m each)7.00mREVISIONDATEDESCRIPTIONREMARKS0028th OCTOBER, 20151st Edition for the Engineer's Approval014th NOVEMBER, 20151st Revision for the Engineer's ApprovalPREPARED BY: SONAM K. TSHERING(PROJECT ENGINEER)CHECKED BY: S K POUDYAL(PROJECT MANAGER)LONGITUDINAL SECTIONABCDEFPASAKHA SIDEKHARBANDI SIDECOORDINATES TABLE:LOCATIONNORTHINGEASTINGORIGINAL GROUND (OGL) REDUCED LEVEL (m)FOUNDATIONREDUCED LEVEL (m)DISTANCE (m)CHAINAGE (m) Ew1Iw1Iw2Iw3Iw4Ew22970880.2002970889.9362970899.6722970909.4082970919.1442970928.880741745.470741747.752741750.034741752.316741754.598741756.880290.874290.830290.596290.623290.426290.5570.00010.00020.00030.00040.00050.0000+247.2020+257.2020+267.2020+277.2020+287.2020+297.202283.74283.74283.74283.74283.74283.74Ew1Iw1Iw2Iw3Iw4Ew2Chamfer(50x50)mmChamfer(50x50)mm337-31-T16-15002-32-T12-EQ-TOP337-33-T16-15003-34-T12-EQ-TOP.02-34-T12-SIDE03-34-T12-EQ-BOTT.02-32-T12-EQ-BOTT.DETAIL "1"SCALE 1:25THIMPHU BHUTANGELEPHU SIDETRONGSA SIDEDRAWINGS OF SHETIKHAREY BRIDGECOMPLETED(BOTTOM SLAB) - COMPLETED0.0001.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.00012.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022.00023.00024.00025.00026.00027.00028.00029.00030.00031.00032.00033.00034.00035.00036.00037.00038.00039.00040.00041.00042.00043.00044.00045.00046.00047.00048.00049.00050.00051.00052.00053.00054.00055.00056.00057.00058.00059.00060.00061.00062.00063.00064.00065.00066.00067.00068.00069.00070.00071.00072.00073.00074.00075.00076.00077.00078.00079.00080.00081.00082.00083.00084.00085.00086.00087.00088.00089.00090.00091.00092.00093.00094.00095.00096.00097.00098.00099.000100.000101.000102.000103.000104.000105.000106.000107.000108.000109.000110.000111.000112.000113.000114.000115.000116.000117.000118.000119.000120.000121.000122.000123.000124.000125.000126.000127.000128.000129.000130.000131.000132.000133.000134.000135.000136.000137.000138.000139.000140.000141.000142.000143.000144.000145.000146.000147.000148.000149.000150.000151.000152.000153.000154.000155.000156.000157.000157.677300300300300300300E49950E49950E50000E50000E50050E50050E50100E50100LEGENDINSTRUMENT STATIONEDGE OF BITUMENTOP OF BANKBOTTOM OF BANKELECTRIC POLEEXISTING SURFACETELECOM POLESINGLE TREEBUILDINGWALL TOPWALL BOTTOMWATER COURSEPSMBOX CULVERTBRIDGEDRAINCENTER OF FORMATION CUTTINSHEDDRIVE WAYSIGN POSTBRIDGE CENTERLINETOP OF BANKTOE OF BANKTOP OF WALLBOTTOM OF WALLWATERCOURSEBRIDGE EDGEDRAINEDGE OF BITUMENCENTER OF FORMATION CUTBUILDINGBOX CULVERTBRIDGE ABUTMENTDRIVEWAYSHEDBRIDGE CENTERLINEN19950N20000N20050N20100N20150N20200N20250N19950N20000N20050N20100N20150N20200N20250Datum : 299.000300300300.2210.000300.2341.000300.2482.000300.2613.000300.2734.000300.2865.000300.2986.000300.3087.000300.3188.000300.3289.000300.33810.000300.34811.000300.36012.000300.37213.000300.372300.38414.000300.39715.000300.397300.41116.000300.42517.000300.44018.000300.45419.000300.46920.000300.48021.000300.48822.000300.49723.000300.50624.000300.51625.000300.52526.000300.525300.53527.000300.54528.000300.55429.000300.56430.000300.564300.57131.000300.57632.000300.58133.000300.58734.000300.59535.000300.60936.000300.62337.000300.63538.000300.64439.000300.65440.000300.66341.000300.67242.000300.68243.000300.69144.000300.70145.000300.71546.000300.72847.000300.74248.000300.75849.000300.77550.000300.79251.000300.80952.000300.809300.82653.000300.826300.84354.000300.86055.000300.88156.000300.92857.000300.97458.000301.02159.000301.06860.000301.068301.11061.000301.14862.000301.18763.000301.20064.000301.18765.000301.17466.000301.04267.000300.82268.000300.60269.000300.38270.000300.16871.000299.98972.000299.85372.762299.86073.000299.88974.000299.91875.000299.94776.000299.97577.000299.86478.000300.80279.000301.14480.000301.11081.000301.09482.000301.07983.000301.06384.000301.04885.000301.03286.000301.01687.000301.00288.000300.99389.000300.98490.000300.97591.000300.96492.000300.94293.000300.91994.000300.89695.000300.87196.000300.84697.000300.82098.000300.79599.000300.785100.000300.777101.000300.763102.000300.742103.000300.721104.000300.721300.696105.000300.696300.679106.000300.679300.683107.000300.686108.000300.689109.000300.681110.000300.679111.000300.679112.000300.679113.000300.679114.000300.683115.000300.688116.000300.693117.000300.700118.000300.708119.000300.708300.716120.000300.716300.726121.000300.718122.000300.703123.000300.696124.000300.693125.000300.696126.000300.695127.000300.673128.000300.650129.000300.689130.000300.668131.000300.647132.000300.626133.000300.595134.000300.567135.000300.569136.000300.566137.000300.564138.000300.567139.000300.583140.000300.602141.000300.620142.000300.638143.000300.656144.000300.628145.000300.630146.000300.630147.000300.630148.000300.631149.000300.631150.000300.631151.000300.632152.000300.632153.000300.632154.000300.633155.000300.633156.000300.634157.000300.635157.6770102030405060708090100110120130140150CHAINAGEL-Section - ElevationHorizontal Scale 1 : 200Vertical Scale 1 : 200L-SectionSTN-3STN-1STN-2STN-4STN-5 0.0001.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.00012.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022.00023.00024.00025.00026.00027.00028.00029.00030.00031.00032.00033.00034.00035.00036.00037.00038.00039.00040.00041.00042.00043.00044.00045.00046.00047.00048.00049.00050.00051.00052.00053.00054.00055.00056.00057.00058.00059.00060.00061.00062.00063.00064.00065.00066.00067.00068.00069.00070.00071.00072.00073.00074.00075.00076.00077.00078.00079.00080.00081.00082.00083.00084.00085.00086.00087.00088.00089.00090.00091.00092.00093.00094.00095.00096.00097.00098.00099.000100.000101.000102.000103.000104.000105.000106.000107.000108.000109.000110.000111.000112.000113.000114.000115.000116.000117.000118.000119.000120.000121.000122.000123.000124.000125.000126.000127.000128.000129.000130.000131.000132.000133.000134.000135.000136.000137.000138.000139.000140.000141.000142.000143.000144.000145.000146.000147.000148.000149.000150.000151.000152.000153.000154.000155.000156.000157.000157.677300300300300300300E49950E49950E50000E50000E50050E50050E50100E50100LEGENDINSTRUMENT STATIONEDGE OF BITUMENTOP OF BANKBOTTOM OF BANKELECTRIC POLEEXISTING SURFACETELECOM POLESINGLE TREEBUILDINGWALL TOPWALL BOTTOMWATER COURSEPSMBOX CULVERTBRIDGEDRAINCENTER OF FORMATION CUTTINSHEDDRIVE WAYSIGN POSTBRIDGE CENTERLINETOP OF BANKTOE OF BANKTOP OF WALLBOTTOM OF WALLWATERCOURSEBRIDGE EDGEDRAINEDGE OF BITUMENCENTER OF FORMATION CUTBUILDINGBOX CULVERTBRIDGE ABUTMENTDRIVEWAYSHEDBRIDGE CENTERLINEN19950N20000N20050N20100N20150N20200N20250N19950N20000N20050N20100N20150N20200N20250Datum : 299.000300300300.2210.000300.2341.000300.2482.000300.2613.000300.2734.000300.2865.000300.2986.000300.3087.000300.3188.000300.3289.000300.33810.000300.34811.000300.36012.000300.37213.000300.372300.38414.000300.39715.000300.397300.41116.000300.42517.000300.44018.000300.45419.000300.46920.000300.48021.000300.48822.000300.49723.000300.50624.000300.51625.000300.52526.000300.525300.53527.000300.54528.000300.55429.000300.56430.000300.564300.57131.000300.57632.000300.58133.000300.58734.000300.59535.000300.60936.000300.62337.000300.63538.000300.64439.000300.65440.000300.66341.000300.67242.000300.68243.000300.69144.000300.70145.000300.71546.000300.72847.000300.74248.000300.75849.000300.77550.000300.79251.000300.80952.000300.809300.82653.000300.826300.84354.000300.86055.000300.88156.000300.92857.000300.97458.000301.02159.000301.06860.000301.068301.11061.000301.14862.000301.18763.000301.20064.000301.18765.000301.17466.000301.04267.000300.82268.000300.60269.000300.38270.000300.16871.000299.98972.000299.85372.762299.86073.000299.88974.000299.91875.000299.94776.000299.97577.000299.86478.000300.80279.000301.14480.000301.11081.000301.09482.000301.07983.000301.06384.000301.04885.000301.03286.000301.01687.000301.00288.000300.99389.000300.98490.000300.97591.000300.96492.000300.94293.000300.91994.000300.89695.000300.87196.000300.84697.000300.82098.000300.79599.000300.785100.000300.777101.000300.763102.000300.742103.000300.721104.000300.721300.696105.000300.696300.679106.000300.679300.683107.000300.686108.000300.689109.000300.681110.000300.679111.000300.679112.000300.679113.000300.679114.000300.683115.000300.688116.000300.693117.000300.700118.000300.708119.000300.708300.716120.000300.716300.726121.000300.718122.000300.703123.000300.696124.000300.693125.000300.696126.000300.695127.000300.673128.000300.650129.000300.689130.000300.668131.000300.647132.000300.626133.000300.595134.000300.567135.000300.569136.000300.566137.000300.564138.000300.567139.000300.583140.000300.602141.000300.620142.000300.638143.000300.656144.000300.628145.000300.630146.000300.630147.000300.630148.000300.631149.000300.631150.000300.631151.000300.632152.000300.632153.000300.632154.000300.633155.000300.633156.000300.634157.000300.635157.6770102030405060708090100110120130140150CHAINAGEL-Section - ElevationHorizontal Scale 1 : 200Vertical Scale 1 : 200L-SectionSTN-3STN-1STN-2STN-4STN-5LEGENDINSTRUMENT STATIONEDGE OF BITUMENTOP OF BANKBOTTOM OF BANKELECTRIC POLEEXISTING SURFACETELECOM POLESINGLE TREEBUILDINGWALL TOPWALL BOTTOMWATER COURSEPSMBOX CULVERTBRIDGEDRAINCENTER OF FORMATION CUTTINSHEDDRIVE WAYSIGN POSTBRIDGE CENTERLINETOP OF BANKTOE OF BANKTOP OF WALLBOTTOM OF WALLWATERCOURSEBRIDGE EDGEDRAINEDGE OF BITUMENCENTER OF FORMATION CUTBUILDINGBOX CULVERTBRIDGE ABUTMENTDRIVEWAYSHEDBRIDGE CENTERLINEDatum : 299.000300.2210.000300.2341.000300.2482.000300.2613.000300.2734.000300.2865.000300.2986.000300.3087.000300.3188.000300.3289.000300.33810.000300.34811.000300.36012.000300.37213.000300.372300.38414.000300.39715.000300.397300.41116.000300.42517.000300.44018.000300.45419.000300.46920.000300.48021.000300.48822.000300.49723.000300.50624.000300.51625.000300.52526.000300.525300.53527.000300.54528.000300.55429.000300.56430.000300.564300.57131.000300.57632.000300.58133.000300.58734.000300.59535.000300.60936.000300.62337.000300.63538.000300.64439.000300.65440.000300.66341.000300.67242.000300.68243.000300.69144.000300.70145.000300.71546.000300.72847.000300.74248.000300.75849.000300.77550.000300.79251.000300.80952.000300.809300.82653.000300.826300.84354.000300.86055.000300.88156.000300.92857.000300.97458.000301.02159.000301.06860.000301.068301.11061.000301.14862.000301.18763.000301.20064.000301.18765.000301.17466.000301.04267.000300.82268.000300.60269.000300.38270.000300.16871.000299.98972.000299.85372.762299.86073.000299.88974.000299.91875.000299.94776.000299.97577.000299.86478.000300.80279.000301.14480.000301.11081.000301.09482.000301.07983.000301.06384.000301.04885.000301.03286.000301.01687.000301.00288.000300.99389.000300.98490.000300.97591.000300.96492.000300.94293.000300.91994.000300.89695.000300.87196.000300.84697.000300.82098.000300.79599.000300.785100.000300.777101.000300.763102.000300.742103.000300.721104.000300.721300.696105.000300.696300.679106.000300.679300.683107.000300.686108.000300.689109.000300.681110.000300.679111.000300.679112.000300.679113.000300.679114.000300.683115.000300.688116.000300.693117.000300.700118.000300.708119.000300.708300.716120.000300.716300.726121.000300.718122.000300.703123.000300.696124.000300.693125.000300.696126.000300.695127.000300.673128.000300.650129.000300.689130.000300.668131.000300.647132.000300.626133.000300.595134.000300.567135.000300.569136.000300.566137.000300.564138.000300.567139.000300.583140.000300.602141.000300.620142.000300.638143.000300.656144.000300.628145.000300.630146.000300.630147.000300.630148.000300.631149.000300.631150.000300.631151.000300.632152.000300.632153.000300.632154.000300.633155.000300.633156.000300.634157.000300.635157.6770102030405060708090100110120130140150CHAINAGEL-Section - ElevationHorizontal Scale 1 : 200Vertical Scale 1 : 200L-Section10.00m10.00m10.00m10.00m50.00mFEDCBCL4.0% SLOPEExisting terrainExisting terrain4.0% SLOPEDesign terrainDesign terrainDesign/dinished terrainALONGITUDINAL SECTIONRL(ROAD)= 304.536mRL(ROAD)= 304.536mRL(PCC TOP)= 298.535mRL(PCC TOP)= 298.535mGELEPHUG SIDETRONGSA SIDE 300300300300300300E49950E49950E50000E50000E50050E50050E50100E50100N19950N20000N20050N20100N20150N20200N20250N19950N20000N20050N20100N20150N20200N20250STN-3STN-1STN-2STN-4STN-5BBFLOW DIRECTIONFLOW DIRECTIONATRAFFICCDEFATRAFFIC1% SLOPECDEF1000010000100001000010000BRIDGE SPAN = 5 X 10M = 50.00MDRAINAPPROACH SLAB (refer relevant dwg for details))FOOTPATHFOOTPATHRETURN WALL2 DEGREEEGELEPHU SIDETRONGSA SIDEROAD SLOPEROAD SLOPEGABION WALLGABION WALL0.0001.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.00012.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022.00023.00024.00025.00026.00027.00028.00029.00030.00031.00032.00033.00034.00035.00036.00037.00038.00039.00040.00041.00042.00043.00044.00045.00046.00047.00048.00049.00050.00051.00052.00053.00054.00055.00056.00057.00058.00059.00060.00061.00062.00063.00064.00065.00066.00067.00068.00069.00070.00071.00072.00073.00074.00075.00076.00077.00078.00079.00080.00081.00082.00083.00084.00085.00086.00087.00088.00089.00090.00091.00092.00093.00094.00095.00096.00097.00098.00099.000100.000101.000102.000103.000104.000105.000106.000107.000108.000109.000110.000111.000112.000113.000114.000115.000116.000117.000118.000119.000120.000121.000122.000123.000124.000125.000126.000127.000128.000129.000130.000131.000132.000133.000134.000135.000136.000137.000138.000139.000140.000141.000142.000143.000144.000145.000146.000147.000148.000149.000150.000151.000152.000153.000154.000155.000156.000157.000157.677CH=59.3CH=109.3REBAR SCHEDULE FOR APPROACH SLABS34SK-DL-33
SCALE:
(as Sheet A3 size)
DRAWING NO.
ASSHOWN
LONGITUDINAL SECTION
AND BASE SLAB C/S
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-09
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
DRAWINGSDESCRIPTION
· COVER PAGE· DRAWING LIST
· GENERAL NOTES· REBAR CODES & SHAPE DETAIL
DRAWING LISTSL DESCRIPTION DRAWINGNO.1COVER PAGE2DRAWING LIST SK-DL-0134GENERAL NOTES BJ-035REBAR CODE & SHAPE DETAIL BJ-046LONGITUDINAL SECTION BJ-057TOP & BOTTOM SLAB PLAN BJ-068LONGITUDINAL SECTION & BASE SLAB C/S BJ-079DECK CROSS SECTION BJ-0810END PORTION ELEVATION & PLAN BJ-0911SECTIONAL DETAILS BJ-1012REINFORCEMENT DETAILS - LONGITUDINAL SECTION BJ-1113REINFORCEMENT DETAILS - VERTICAL WALLS BJ-1214REINFORCEMENT DETAILS - TOP SLAB BJ-1315REINFORCEMENT DETAILS - BOTTOM SLAB BJ-1416REINFORCEMENT DETAILS - TOP SLAB BJ-1517REINFORCEMENT DETAILS - BOTTOM SLAB & RETURN WALLS BJ-1618RAILING - DIMENSIONS BJ-1719RAILING - REBAR DETAILS BJ-1820DRAINAGE SPOUT DETAILS BJ-192122APPROACH SLAB DETAILS BJ-2123SIDE DRAIN DETAL, APP. SLAB & FOOTPATH REINF. DETAILS BJ-2224FOOTPATH SLAB DETAILS BJ-2325PARABOLIC PROFILE DETAILS BJ-2426REBAR SCHEDULE FOR TOP SLAB BJ-2527REBAR SCHEDULE FOR SIDE KERB BJ-2628REBAR SCHEDULE FOR BOTTOM SLAB & SCOUR PROTECTION KEY BJ-2729REBAR SCHEDULE FOR END WALLS BJ-2830REBAR SCHEDULE FOR INTERMEDIATE WALLS BJ-2931REBAR SCHEDULE FOR RETURN WALLS BJ-3032REBAR SCHEDULE FOR APPROACH SLABS BJ-31
C. REINFORCEMENT1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 17862. REBAR SCHEDULE IS DONE IN ACCORDANCE WITH ISO 4066:2000
3. MINIMUM LAP LENGTH AND ANCHORAGE LENGTH SHALL BEAS PER IRC-112:2011
4. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE DRAWINGS OR DIRECTED BY THE ENGINEER.● TOP SLAB-TOP REINFORCEMENT - 50 mm-BOTTOM REINFORCEMENT - 50 mm -SIDE - 50 mm● KERB BEAM -ALL SIDE - 50 mm● BOTTOM SLAB -ALL SIDE - 50 mm● RAILING -RAINLING POST ALL SIDE - 40 mm -RAIL ALL SIDE - 25 mm● VERTICAL WALLS AND RETURN WALLS - ALL SIDE - 50 mm5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THATOF CONCRETE SHALL ONLY BE USED.6. FULL COVER SHALL BE MAINTAINED AT GROOVES AND OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE SURFACES.
D. WATERWATER TO BE USED IN CONCRETINGAND CURING SHALL BE POTABLE WATER.E. MATERIAL SPECIFICATIONMATERIAL SPECIFICATIONS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION AS SPELT OUT IN THE CONTRACTDOCUMENT.
B. CONCRETE;UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER RELATED SECTION OFCONTRACT DOCUMENT PARTLY REPRODUCED BELOW:-------------------------------------------------------------------------------------------------------------------------------APPLICATION LOCATION
SPECIFIED COMPRESSIVE STRENGTH (28 DAYS) IN MPa-------------------------------------------------------------------------------------------------------------------------------ALL THE REINFORCED CONCRETESTRUCTURAL COMPONENTS OF THEBRIDGE - TOP SLAB, BOTTOM SLAB,VERTICAL WALLS, RETURN WALLS, KERB,APPROACH SLAB etc. M25 as per IS 456-------------------------------------------------------------------------------------------------------------------------------PCC FOR LEVELING M15 as per IS 456-------------------------------------------------------------------------------------------------------------------------------
A. GENERAL1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN MILLIMETER (mm) AND ALL LEVELS ARE IN m. DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED.3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASEOF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.4. THE BRIDGE IS DESIGNED AS PER RELEVENT INDIAN ROAD CONGRESS (IRC) CODES5. LIVE LOAD: Single Lane Class 70R (Wheeled) or double lane Class A as IRC whichever isCritical. F. SUPERVISIONTHE CONSTRUCTION WORK MUST BE SUPERVISED BY COMPETENT SUPERVISION ENGINEER.
GENERAL NOTES
H. ABBREVATIONS1. U.T.-L = UPPER TOP-LAYER2. L.T.-L = LOWER TOP-LAYER3. U.B.-L = UPPER BOTTOM-LAYER4. L.B.-L = LOWER BOTTOM-LAYER
FFFF
FF
45° HOOK
90° HOOK135° HOOK
180° HOOK
REBAR HOOK SPECIFICATION
SHAPE CODESHPAE 00a 11bTotal Length :a aTotal Length :r ab dc51Total Length :2(a+b)+16d21ba cTotal Length :a+b+c-r-2d
SHAPE CODE AS PER ISO 4066 : 2000
LEGEND :r = BENDING RADIUS AS PER TABLE 4d = DIAMETER OF BARa/b/c/d = AS SHOWN a+b - ½r-d
1(ART. 5.10 AASHTO LRFD 2007)
REBAR DESIGNATIONDIA, mm AREA, mm2 UNIT WT., kg/m REBAR TYPET1010 79 0.617 IS : 1786 GRADE Fe 500T1212 113 0.888
TIE/STIRRUPS OTHER900 1350 900180 0
T1616 201 1.578
T10 40 6060 75 12065
T2020 314 2.466
T12 48 7272 75 14465
T2525 491 3.853
T16 64 9696 96 19265
T2828 616 4.834
T20 - 120240 120 24080
T3232 804 6.313
T25 - 150300 150 300100T28 - 168 168 336112T32 - 256 192 3841281 ALL REINFORCEMENT SHALL BE COLD BEND
REBAR DESIGNATION BENDING DIAMETERTIE/STIRRUPSSTANDARD HOOK EXTENSION, mmOTHER
IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500
TABLE 3 : STANDARD RE-BAR PROPERTIES(UNIT WT. 0.00785 kg / mm² /m) IS : 1786 GRADE Fe 500TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
· LONGITUDINAL ELEVATION
· LONGITUDINAL SECTION· TOP AND BOTTOM SLAB PLAN
· DECK CROSS SECTION· END SECTION PLAN & ELEVATION
· SECTIONAL DETAILS
· REINFORCEMENT DETAILS
· RAILING DETAILS· DRAINAGE SPOUTS
· APPROACH SLAB DETAILS
· FOOT PATH SLAB DETAILS
CL
LONGITUDINAL SECTION (along centre line/ grid 2)SCALE 1:150
A B
OUTER KERB BEAMINNER KERB BEAM
DRAIN SPOUTTRAFFIC
RAILINGAA
1% SLOPEA B C D E F
C D E F
TOP DECK SLAB PLAN
1
3
2
A B
B
B C D E F
BOTTOM SLAB PLAN
1
3
2
50mm WEARINGCOURSE1% SLOPERAILING
DECKSECTION A-ASCALE 1:50 1% SLOPE RAILINGSEE DETAIL 'A' 60mm WEARING COURSE1% SLOPERAILING(SEE RAILING DETAIL) DECKDETAIL 'A'SCALE 1:30FOOTPATH SLAB 50X50 FILLET65mm Ø HDPE DRAINAGEPIPE OF LENGTH 550 MM DRAIN SPOUT(SEE DRAIN DETAIL)WATER DROP PROFILESEE DETAIL 'B'POINT FOLLOWED FORDECK PROFILE DETAIL 'B'SCALE 1:4
A
END SIDE VIEWSCALE 1:50
A
13 2
END PLANSCALE 1:50 BOTTOM SLAB
RETURN WALLRETURN WALL 1% SLOPERAILING
SECTION C-CSCALE 1:50
1% SLOPE
C
CCL CL
Weep holes 11cmØ(HDPE Pipes) 1 in 20 slope
D
D
A
SECTION D-DSCALE 1:50
C
CL
REINFORCEMENT DETAIL
A B C D E F
BOTTOM SLAB COMPLETED LEVELLING CONCRETEPCC M15 OF THICKNESS 150 MMUNDISTRUBEDGROUND/ FULLY COMPACTEDSOIL (MIN. SAFE BEARINGCAPACITY =50KN/m2 SCOUR PROTECTIONKEY COMPLETED
UPPER STREAM SIDE
DOWN STREAM SIDE
DETAIL 'A' DETAIL 'B' DETAIL 'C'
4% PARABOLIC PROFILE 4% PARABOLIC PROFILE
A B C D E F
TOP SLAB REINFORCEMENT PLAN
1
3
2
Legend:Top Reinforcement (Lap: 1613mm)Bottom Reinforcement (Lap: 2016mm)
88-01-T20-120-U.T.-L 88-01-T20-120-U.T.-L53-2a-T16-200-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L
71-04-T20-150-L.B.-L71-04-T20-150-L.B.-L 71-05-T20-150-L.B.-L71-05-T20-150-L.B.-L 71-06-T20-150-L.B.-L
A B
3
3 C D E F1
3
2
UPPER STREAM SIDE
DOWN STREAM SIDE
71-07-T16-150-U.T.-L 5-08-T16-150-U.T.-L 78-9-T16-150-U.T.-L 78-09-T16-150-U.T.-L 78-09-T16-150-U.T.-L 71-10-T16-150-U.T.-L 5-11-T16-150-U.T.-L
78-12-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-16-T16-150-L.B.-L 5-14-T16-150-L.B.-L5-17-T16-150-L.B.-L BOTTOM SLAB REINFORCEMENT PLAN
253-18-T12-200-L.T.-L
253-19-T12-200-U.B.-L
5-21-T12-200-U.B.-L5-20-T12-200-L.T.-L5-21-T12-200-B.B.-L5-20-T12-200-B.T.-L
253-22-T12-200-L.T.-L
253-23-T12-200-U.B.-L
CL
LAP LENGTH LAP LENGTH LAP LENGTH LAP LENGTH
LAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH
LAP LENGTH
53-02-T16-200-U.T.-L 53-02-T16-200-U.T.-L 53-02-T16-200-U.T.-L 53-2a-T16-200-U.T.-L
253-23-T12-200-U.B.-L253-22-T12-200-L.T.-L 88-03-T20-120-U.T.-L1-24-T12-FACE 1-25-T12-FACE 51-30-T16-1000-CHAIRS
REFER DETAIL "1"
DECK SLAB REINFORCEMENTDETAILSECTION 2-2Scale 1:50 DETAIL "1" Scale-1:25
Natural Ground LevelNatural Ground Level BASE SLAB ,SECTION 3-3SCALE - 1 :50
71-05-T20-150-L.B.-L
BOTTOM SLABRCC(M25) UNDISTURBED GROUNDFULLY COMPACTED SOIL(SBC : 50KN/M2). SCOUR PROTECTION KEY COMPLETED
Very Important Note:The back filling behind the end vertical wall shall bedone only after the top slab is cast. The concrete ofthe top slab shall be atleast 7 days old at the time ofback filling.
LAP LENGTH LAP LENGTHLAP LENGTH
LAP LENGTH LAP LENGTHLAP LENGTH LAP LENGTH LAP LENGTH LAP LENGTHLAP LENGTH LAP LENGTHLAP LENGTHLAP LENGTH
1
1
2
2
CL253-23-T12-200-U.B.-L253-22-T12-200-L.T.-L 53-02-T16-200-U.T.-L1-24-T12-FACE 1-25-T12-FACE 561-30-T16-1000-CHAIRS REFER DETAIL "1"
DECK SLAB REINFORCEMEN TDETAILSECTION 1-1Scale 1:50 71-04-T20-150-L.B.-L
A
DETAIL 'A'
B
DETAIL 'B'
C
DETAIL 'C'
53-40-T16-20053-40-T16-200
53-41-T16-20088-01-T20-120
29-42-T12-200(inner side)38-43-T12-150(outer side) 71-44-T12-150
53-45-T12-15066-46-T12-1000-spacer 1-47-T16- face bar1-48-T16- face bar
53-40-T16-20053-40-T16-200
53-49-T16-20053-49-T16-200
32-50-T12-20032-50-T12-200
66-51-T12-1000- spacer 1-47-T16- face bar1-52-T16- face bar
71-53-T12-15071-53-T12-150
71-54-T12-15071-55-T12-150
53-40-T16-20053-40-T16-200 33-56-T12-20033-56-T12-200 53-57-T16-20053-57-T16-20066-51-T12-1000-spacer 1-47-T16- face bar1-58-T16- face bar
71-53-T12-15071-53-T12-150
71-59-T12-15071-60-T12-150
22
SEC. 2-2(REINF. DETAILS OF RAIL POST)SCALE=1:151 1
SEC. 1-1(REINF. DETAILS OF RAIL POST)SCALE=1:15
REINF. DETAIL OF RAILINGSCALE 1:20
SEC. 3-3(DETAILS OF RAIL POST)SCALE=1:15 6-01-T168-02-T10-150
01 024-03-T10
4-04-T124-04-T124-04-T12702-5a-T6-175SEE 'REBAR SCHEDULE, DWG. 702-5a-T6-175SEE 'REBAR SCHEDULE, DWG. 702-5a-T6-175SEE 'REBAR SCHEDULE, DWG.04040405a2-06-T61-07-T61-08-T61-09-T61-10-T61-11-T61-12-T61-13-T605 04a KERBKERB
KERB
END DETAILS (Scale 1:20)
BB
33KERB CLDETAILS AT THE LONGITUDINAL CENTRE (Scale 1:20)
10.00m10.00m10.00m10.00m10.00m 50.00m
LONGITUDINAL SECTION
ABCDEF CL
4.5% SLOPE
Design/dinished terrain
Existing terrain
Design/dinished terrain
Existing terrain
4.5% SLOPE
LONGITUDINAL SECTION
KHARBANDI SIDEPASAKHA SIDE
DRAIN SPOUT
610260305155515551576011555 26026015 AANB:i) All connections are welded connectionsii) All welds as fillet welds a=4mmiii) All steel parts should be hot dip galvanisedSECTION "A - A"GI Grating/cover5mm thk GI plate BBGI pipe of120mm dia.120mm dia.GI pipe Total 5 steel strips10/25 - 216mm28x28x5mm plate with10mmØ threaded holeThreaded hole for8mm dia boltCover 246/246mmBolt Ø 8mm152810282161515250555225152161552505260281028 2551155301201506107601550515505130130120mm Ø1205mm thk GI plate120306104VIEW "B - B" Grating plan view
A B C D E F
REINFORCEMENTPLAN FOR KERBS, FACE REBARS & SCOURPROTECTION KEY
1
3
2 LAP LENGTH LAP LENGTH LAP LENGTHLAP LENGTH
1-24a-T12-Face bar 1-24a-T12-Face bar 1-24a-T12-Face bar 1-24a-T12-Face bar 1-24b-T12-Face bar
LAP LENGTH LAP LENGTH
8-34a-T12-EQ. 8-34a-T12-EQ. 8-34a-T12-EQ. 8-34a-T12-EQ. 8-34b-T12-EQ.
LAP LENGTH LAP LENGTH LAP LENGTH
6-32a-T12-EQ. 6-32a-T12-EQ. 6-32a-T12-EQ. 6-32a-T12-EQ. 6-32b-T12-EQ.1-35a-T12-Face bar 1-35a-T12-Face bar 1-35a-T12-Face bar 1-35a-T12-Face bar 1-35b-T12-Face bar
LAP LENGTH
LAP LENGTH LAP LENGTH LAP LENGTH LAP LENGTH10-39a-T16-150 10-39a-T16-150 10-39a-T16-150 10-39a-T16-150 10-39b-T16-150
HDPE PIPE OFLENGTH 550 MM
Legend:Top Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)Bottom Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)
A
RETURN WALL REINFORCEMENT DETAIL
7-63-T12-150Length Varies7-64-T12-150Length Varies
7-61-T12-1507-62-T12-150
13-65-T12-150Length Varies13-66-T12-150Length Varies 39-67-T12-150Length Varies 39-68-T12-150Length Varies Legend:Back fill side (Lap: 807mm)Valley side (Lap: 807mm) 362 + 64 Valley Side63+61 Backfill Side68 Valley Side67 Backfill SideRETURN WALL REINFORCEMENT PLAN
ASECTION E-ESCALE 1:50
A
13 2
BOTTOM SLAB
APPROACH SLAB
C C
E
E SECTION F-FSCALE 1:30
19-1-T12-150 61-3-T12-15019-2-T12-150 61-4-T12-150 36-7-T12-150Chairs 1-6-T12-Face bar1-5-T12- Face barAPPROCH SLAB REINFORCEMENT DETAILSCALE 1:301% SLOPE 1% SLOPESide Drain
FULLY COMPACTED SOIL
REFER DETAIL "D"
APPROACH SLAB
PCC M15 OF THICKNESS 100MM
PCC M15 OF THICKNESS 100MMSTONE SOLLING OF THICKNESS 50MM20% SLOPERETURN WALL DETAIL 'D'SCALE 1:20
PLAN04-01-T10-150-BOTTOM10-02-T10-150-BOTTOM10-02-T10-150-BOTTOM04-01-T10-150-BOTTOMREINF. DETAILS (Section R-R)04-01-T10-150-BOTTOM10-02-T10-150-BOTTOMQQRRREINF. DETAILS (Section Q-Q) Footpath Slab
A B C D E F1
3
2
FOOTPATH SLAB PLAN(Scale- 1:150)
P
P
APPROCH SLAB PLANSCALE 1:50 FOOT PATH REINF. DETAILSSCALE 1:15 FOOTPATH SLAB DETAILS (SEC. 'P-P'SCALE 1:15
X
Z
Parabolic ProfilePOINT ID X (MM) Z(MM)1 0 02 2000 1523 4000 2924 6000 4205 8000 5346 10000 6367 12000 7258 14000 8029 16000 86610 18000 91811 20000 95712 22000 98413 24000 99814 26000 99915 28000 98816 30000 96417 32000 92818 34000 87919 36000 81820 38000 74421 40000 65722 42000 558
ABCDEF CL
LONGITUDINAL SECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627
Parabolic ProfilePOINT ID X (MM) Z(MM)23 44000 44624 46000 32225 48000 18526 50000 3527 50450 0
289.33290.51290.64289.53
240.000260.000280.000300.000
1000010000100001000010000 50000
LONGITUDINAL SECTION (along centre line/ grid 2)
ABCDEF CL
4.5% SLOPE4.5% SLOPE
5568619865125568 6198 6512
Design Level 290.74m
289.74m 289.74m4% PARABOLIC PROFILE4% PARABOLIC PROFILE
283.74m 283.74m
KHARBANDI SIDEPASAKHA SIDE
Return WallEnd Vertical wallIntermediate wallIntermediate wallIntermediate wall Intermediate wallEnd Vertical wall Top slabBottom slab
Levelling concrete
Please refer to separate dwg for the profile coordinates
Design/dinished terrain
Existing terrain
Design/dinished terrain
Existing terrain
Level Datum =280.000
DESIGN LEVELS
Chainage (m)
289.07 290.24
310.000 290.000
290.73270.000
289.97250.000
Return Wall
2836
2836
7164
4
ABCDEF
COORDINATES TABLE:LOCATIONNORTHING EASTING ORIGINAL GROUND (OGL) REDUCED LEVEL (m) FOUNDATIONREDUCED LEVEL (m) DISTANCE (m) CHAINAGE (m) Ew1Iw1
Ew2
2970880.2002970889.9362970899.6722970909.4082970919.1442970928.880
741745.470741747.752741750.034741752.316741754.598741756.880
290.874290.830290.596290.623290.426290.557
0.00010.00020.00030.00040.00050.000
0+247.2020+257.2020+267.2020+277.2020+287.2020+297.202
283.74283.74283.74283.74283.74283.74
COORDINATES TABLE:
LOCATION NORTHING EASTING ORIGINAL GROUND (OGL) REDUCED LEVEL (m) FOUNDATIONREDUCED LEVEL (m) DISTANCE (m) CHAINAGE (m) VW1VW2VW3VW4VW5VW5
2970880.2002970889.9362970899.6722970909.4082970919.1442970928.880
741745.470741747.752741750.034741752.316741754.598741756.880
290.874290.830290.596290.623290.426290.557
0.00010.00020.00030.00040.00050.000
0+247.2020+257.2020+267.2020+277.2020+287.2020+297.202
283.74283.74283.74283.74283.74283.74
(Ew2) (Ew1)(Iw1)(Iw2)(Iw3)(Iw4)
Iw2Iw3Iw4
ROYAL GOVERNMENT OF BHUTANMINISTRY OF WORKS AND HUMAN SETTLEMENT
LONGITUDINAL SECTION
ABCDEF
COORDINATES TABLE:
LOCATION NORTHING EASTING ORIGINAL GROUND (OGL) REDUCED LEVEL (m) FOUNDATIONREDUCED LEVEL (m)DISTANCE (m) CHAINAGE (m) Ew1Iw1Iw2Iw3Iw4Ew2
2970880.2002970889.9362970899.6722970909.4082970919.1442970928.880
741745.470741747.752741750.034741752.316741754.598741756.880
290.874290.830290.596290.623290.426290.557
0.00010.00020.00030.00040.00050.000
0+247.2020+257.2020+267.2020+277.2020+287.2020+297.202
283.74283.74283.74283.74283.74283.74
Ew1Iw1Iw2Iw3Iw4Ew2
Chamfer(50x50)mm Chamfer(50x50)mm
A. GENERALALL DIMENSIONS ARE IN MILLIMETER UNLESSOTHERWIE MENTIONED.B. SHAPE CODE AND BAR SHAPETHE STANDARD SHAPE CODES AND ITS METHODOF MEASUREMENT HAVE BEEN PREPARED ASPER EUROPEAN STANDARD BS EN ISO 4006 ; 2000.
BAR MARK.20 - 05 -T20 -150 - EFBAR MARK SPACINGNO OF BARTYPE OF REBAR DIA OF REBAR LOCATION/REMARKSINDICATES BAR CUT POINT
Natural Ground LevelNatural Ground Level BOTTOM SLAB REINFORCEMENTDETAILSECTION 3-3258-19+21-T12-200-U.B.-L12+14+15+16+17 7+8+9+10+11258-18+20-T12-200-L.T.-L1-35-T12-FACE 1-36-T12-FACE612-37-T16-1000-CHAIRS253-38-T12-20010-39-T16-150
LEVELLING CONCRETEPCCM15(150MM)THICK. UPSTREAMDOWNSTREAM
DRAWINGSDESCRIPTION
· COVER PAGE· DRAWING LIST
· GENERAL NOTES
· REBAR CODES & SHAPE DETAIL
DRAWING LISTSL DESCRIPTION DRAWINGNO.1 COVER PAGE2 DRAWING LIST SK-DL-013 GENERAL NOTES SK-DL-024 REBAR CODE & SHAPE DETAIL SK-DL-035 PLAN-01 SK-DL-046 PLAN-02 SK-DL-057 GENERAL ELEVATION-01 SK-DL-068 GENERAL ELEVATION-02 SK-DL-079 TOP & BOTTOM SLAB PLAN SK-DL-0810 LONGITUDINAL SECTION & BASE SLAB C/S SK-DL-0911 DECK CROSS SECTION SK-DL-1012 END PORTION ELEVATION AND PLAN SK-DL-1113 SECTIONAL DETAILS SK-DL-1214 REINFORCEMENT DETAILS IN LONG SECTIONS SK-DL-1315 REINFORCEMENT DETAILS - VERTICAL WALLS SK-DL-1416 REINFORCEMENT DETAILS - TOP SLAB SK-DL-1517 REINFORCEMENT DETAILS - BOTTOM SLAB SK-DL-1618 REINFORCEMENT DETAILS - DECK SLAB SK-DL-1719 REINFORCEMENT DETAILS- BOTTOM SLAB & RETURN WALL SK-DL-1820 RAILING - DIMENSIONS SK-DL-1921 RAILING- REBAR DETAILS SK-DL-2022 DRAINAGE SPOUT DETAILS SK-DL-2123 APPROACH SLAB DETAILS SK-DL-2224 APPROACH SLAB DETAILS- SECTION F-F SK-DL-2325 SIDE DRAIN, APP. SLAB & FOOT PATH REINF. DETAILS SK-DL-2426 FOOT PATH SLAB DETAILS SK-DL-2527 PARABOLIC PROFILE SK-DL-2628 REBAR SCHEDULE FOR TOP SLAB SK-DL-2729 REBAR SCHEDULE FOR SIDE KERB SK-DL-2830 REBAR SCHEDULE FOR BOTTOM SLAB & SCOUR PROTECTIONKEY SK-DL-2931 REBAR SCHEDULE FOR END WALLS SK-DL-3032 REBAR SCHEDULE FOR INTERMEDIATE WALLS SL-DL-3133 REBAR SCHEDULE FOR RETURN WALLS SK-DL-32 C. REINFORCEMENT1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 17862. REBAR SCHEDULE IS DONE IN ACCORDANCE WITH ISO 4066:2000
3. MINIMUM LAP LENGTH AND ANCHORAGE LENGTH SHALL BEAS PER IRC-112:2011
4. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE DRAWINGS OR DIRECTED BY THE ENGINEER.● TOP SLAB-TOP REINFORCEMENT - 50 mm-BOTTOM REINFORCEMENT - 50 mm -SIDE - 50 mm● KERB BEAM -ALL SIDE - 50 mm● BOTTOM SLAB -ALL SIDE - 50 mm● RAILING -RAINLING POST ALL SIDE - 40 mm -RAIL ALL SIDE - 25 mm● VERTICAL WALLS AND RETURN WALLS - ALL SIDE - 50 mm5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THATOF CONCRETE SHALL ONLY BE USED.6. FULL COVER SHALL BE MAINTAINED AT GROOVES AND OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE SURFACES.
D. WATERWATER TO BE USED IN CONCRETINGAND CURING SHALL BE POTABLE WATER.E. MATERIAL SPECIFICATIONMATERIAL SPECIFICATIONS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION AS SPELT OUT IN THE CONTRACTDOCUMENT.
B. CONCRETE ;UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER RELATED SECTION OFCONTRACT DOCUMENT PARTLY REPRODUCED BELOW:-------------------------------------------------------------------------------------------------------------------------------APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH (28 DAYS) IN MPa-------------------------------------------------------------------------------------------------------------------------------ALL THE REINFORCED CONCRETESTRUCTURAL COMPONENTS OF THEBRIDGE - TOP SLAB, BOTTOM SLAB,VERTICAL WALLS, RETURN WALLS, KERB,APPROACH SLAB etc. M25 as per IS 456-------------------------------------------------------------------------------------------------------------------------------PCC FOR LEVELING M15 as per IS 456-------------------------------------------------------------------------------------------------------------------------------
A. GENERAL1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN MILLIMETER (mm) AND ALL LEVELS ARE IN m. DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED.3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASEOF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.4. THE BRIDGE IS DESIGNED AS PER RELEVENT INDIAN ROAD CONGRESS (IRC) CODES5. LIVE LOAD: Single Lane Class 70R (Wheeled) or double lane Class A as IRC whichever isCritical. F. SUPERVISIONTHE CONSTRUCTION WORK MUST BE SUPERVISED BY COMPETENT SUPERVISION ENGINEER.
GENERAL NOTES
H. ABBREVATIONS1. U.T.-L = UPPER TOP-LAYER2. L.T.-L = LOWER TOP-LAYER3. U.B.-L = UPPER BOTTOM-LAYER4. L.B.-L = LOWER BOTTOM-LAYER
F FFFFF45° HOOK90° HOOK135° HOOK180° HOOKREBAR HOOK SPECIFICATION SHAPE CODESHPAE 00a 11bTotal Length :a aTotal Length :r ab dc51Total Length :2(a+b)+16d21ba cTotal Length :a+b+c-r-2dSHAPE CODE AS PER ISO 4066 : 2000LEGEND :r = BENDING RADIUS AS PER TABLE 4d = DIAMETER OF BARa/b/c/d = AS SHOWN a+b - ½r-d
1(ART. 5.10 AASHTO LRFD 2007)REBAR DESIGNATIONDIA, mm AREA, mm2 UNIT WT., kg/m REBAR TYPET10 10 79 0.617 IS : 1786 GRADE Fe 500T12 12 113 0.888 TIE/STIRRUPSOTHER 9001350 900 1800T16 16 201 1.578 T10 40 60 6075 120 65T20 20 314 2.466 T12 48 72 7275 144 65T25 25 491 3.853 T16 64 96 9696 192 65T28 28 616 4.834 T20 - 120 240120 240 80T32 32 804 6.313 T25 - 150 300150 300 100T28 - 168 168 336 112T32 - 256 192 384 1281 ALL REINFORCEMENT SHALL BE COLD BEND
REBAR DESIGNATION BENDING DIAMETERTIE/STIRRUPSSTANDARD HOOK EXTENSION, mmOTHERIS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500
TABLE 3 : STANDARD RE-BAR PROPERTIES(UNIT WT. 0.00785 kg / mm² /m) IS : 1786 GRADE Fe 500 TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
· LONGITUDINAL ELEVATION
· LONGITUDINAL SECTION· TOP AND BOTTOM SLAB PLAN
· DECK CROSS SECTION· END SECTION PLAN & ELEVATION
· SECTIONAL DETAILS
· REINFORCEMENT DETAILS
· RAILING DETAILS
· DRAINAGE SPOUTS· APPROACH SLAB DETAILS
· FOOT PATH SLAB DETAILS
CL
LONGITUDINAL SECTION (along centre line/ grid 2)SCALE 1:150
A B
OUTER KERB BEAMINNER KERB BEAM
DRAIN SPOUT TRAFFIC
RAILINGAA
1% SLOPEA B C D E F
C D E F
TOP DECK SLAB PLAN
1
3
2
A B
B
B C D E F
BOTTOM SLAB PLAN
1
3
2
50mm WEARINGCOURSE1% SLOPERAILING DECKSECTION A-ASCALE 1:50 1% SLOPE RAILINGSEE DETAIL 'A' 60mm WEARING COURSE1% SLOPERAILING(SEE RAILING DETAIL) DECKDETAIL 'A'SCALE 1:30FOOTPATH SLAB 50X50 FILLET65mm Ø HDPE DRAINAGEPIPE OF LENGTH 550 MM DRAIN SPOUT(SEE DRAIN DETAIL)WATER DROP PROFILESEE DETAIL 'B'POINT FOLLOWED FORDECK PROFILE
DETAIL 'B'SCALE 1:5
A
END SIDE VIEWSCALE 1:50
A
13 2
END PLANSCALE 1:50 BOTTOM SLAB
RETURN WALLRETURN WALL 1% SLOPERAILING
SECTION C-CSCALE 1:50
1% SLOPE
C
CCL CL
Weep holes 11cmØ(HDPE Pipes) 1 in 20 slope
D
D
A
SECTION D-DSCALE 1:50
C
C L
REINFORCEMENT DETAIL
A B C D E F
BOTTOM SLAB LEVELLING CONCRETEPCC M15 OF THICKNESS 100 MMUNDISTRUBEDGROUND/ FULLY COMPACTEDSOIL (MIN. SAFE BEARINGCAPACITY =50KN/m2 SCOUR PROTECTIONKEY TO BE PROVIDED AT UPPER STREAM SIDE
UPPER STREAM SIDE
DOWN STREAM SIDE
DETAIL 'A' DETAIL 'B' DETAIL 'C'
4% PARABOLIC PROFILE 4% PARABOLIC PROFILE
A B C D E F
TOP SLAB REINFORCEMENT PLAN
1
3
2
Legend:Top Reinforcement (Lap: 1613mm)Bottom Reinforcement (Lap: 2016mm)
88-01-T20-120-U.T.-L 88-01-T20-120-U.T.-L53-2a-T16-200-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L
71-04-T20-150-L.B.-L71-04-T20-150-L.B.-L 71-05-T20-150-L.B.-L71-05-T20-150-L.B.-L 71-06-T20-150-L.B.-L
A B
3
3 C D E F1
3
2
UPPER STREAM SIDE
DOWN STREAM SIDE
71-07-T16-150-U.T.-L5-08-T16-150-U.T.-L 78-9-T16-150-U.T.-L 78-09-T16-150-U.T.-L 78-09-T16-150-U.T.-L 71-10-T16-150-U.T.-L 5-11-T16-150-U.T.-L
78-12-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-16-T16-150-L.B.-L 5-14-T16-150-L.B.-L5-17-T16-150-L.B.-L BOTTOM SLAB REINFORCEMENT PLAN
253-18-T12-200-L.T.-L253-19-T12-20
0-U.B.-L5-21-T12-200-U.B
.-L
5-20-T12-200-L.T.-L
5-21-T12-200-B.B.-L5-20-T12-200-B.T.-L
253-22-T12-200-L.T.-L
253-23-T12-200-U.B.-L
CL
LAP LENGTH LAP LENGTH LAP LENGTH LAP LENGTH
LAP LENGTHLAP LENGTHLAP LENGTHLAP LENGTH
LAP LENGTH
53-02-T16-200-U.T.-L 53-02-T16-200-U.T.-L 53-02-T16-200-U.T.-L 53-2a-T16-200-U.T.-L
253-23-T12-200-U.B.-L 253-22-T12-200-L.T.-L 88-03-T20-120-U.T.-L
1-24-T12-FACE 1-25-T12-FACE 51-30-T16-1000-CHAIRS
REFER DETAIL "1"
DECK SLAB REINFORCEMENTDETAILSECTION 2-2Scale 1:50 02-32-T12-EQ-TOP02-32-T12-EQ-BOTT.02-32-T12-SIDE337-31-T16-150 337-33-T16-15003-34-T12-EQ-TOP02-34-T12-SIDE03-34-T12-EQ-BOTT.DETAIL "1" Scale-1:25
Natural Ground LevelNatural Ground Level BOTTOM SLAB REINFORCEMENTDETAILSECTION 3-3
71-05-T20-150-L.B.-L
10-19+21-T12-200-U.B.-L12+14+15+16+177+8+9+10+1110-18+20-T12-200-L.T.-L1-35-T12-FACE 1-36-T12-FACE612-37-T16-1000-CHAIRS 253-38-T12-20010-39-T16-150
Very Important Note:The back filling behind the end vertical wall shall bedone only after the top slab is cast. The concrete ofthe top slab shall be atleast 7 days old at the time ofback filling.
LAP LENGTH LAP LENGTHLAP LENGTH
LAP LENGTH LAP LENGTHLAP LENGTH LAP LENGTH LAP LENGTH LAP LENGTHLAP LENGTH LAP LENGTHLAP LENGTHLAP LENGTH
1
1
2
2
CL253-23-T12-200-U.B.-L 253-22-T12-200-L.T.-L 53-02-T16-200-U.T.-L1-24-T12-FACE 1-25-T12-FACE 561-30-T16-1000-CHAIRS REFER DETAIL "1"
DECK SLAB REINFORCEMEN TDETAILSECTION 1-1Scale 1:50 71-04-T20-150-L.B.-L
A
DETAIL 'A'
B
DETAIL 'B'
C
DETAIL 'C'
53-40-T16-20053-40-T16-200
53-41-T16-20088-01-T20-120
29-42-T12-200(inner side)38-43-T12-150 (outer side) 71-44-T12-150
53-45-T12-15066-46-T12-1000-spacer
1-47-T16- face bar
1-48-T16- face bar
53-40-T16-20053-40-T16-200
53-49-T16-20053-49-T16-200
32-50-T12-20032-50-T12-200
66-51-T12-1000-spacer
1-47-T16- face bar
1-52-T16- face bar
71-53-T12-15071-53-T12-150
71-54-T12-15071-55-T12-150
53-40-T16-20053-40-T16-200 33-56-T12-20033-56-T12-200 53-57-T16-20053-57-T16-20066-51-T12-1000- spacer
1-47-T16- face bar
1-58-T16- face bar
71-53-T12-15071-53-T12-150
71-59-T12-15071-60-T12-150
22 SEC. 2-2(REINF. DETAILS OF RAIL POST)11 SEC. 1-1(REINF. DETAILS OF RAIL POST)REINF. DETAIL OF RAILING SEC. 3-3(DETAILS OF RAIL POST) 6-01-T168-02-T10-15001024-03-T10 4-04-T124-04-T124-04-T12702-5a-T6-175702-5a-T6-175702-5a-T6-17504040405a2-06-T61-07-T61-08-T61-09-T61-10-T61-11-T61-12-T61-13-T6 05 04a KERBKERBKERBEND DETAILS
BB
33KERB CLDETAILS AT THE LONGITUDINAL CENTRE
LONGITUDINAL SECTION
DRAIN SPOUT
61026030515551555157601155526026015AANB:i) All connections are welded connectionsii) All welds as fillet welds a=4mmiii) All steel parts should be hot dip galvanisedSECTION "A - A"GI Grating/cover5mm thk GI plateBBGI pipe of120mm dia.120mm dia.GI pipeTotal 5 steel strips10/25 - 216mm28x28x5mm plate with10mmØ threaded holeThreaded hole for8mm dia boltCover 246/246mmBolt Ø 8mm1528102821615152505552251521615525052602810282551155301201506107601550515505130130120mm Ø1205mm thk GI plate120306104VIEW "B - B"Grating plan view
A B C D E F
REINFORCEMENTPLAN FOR KERBS, FACE REBARS & SCOURPROTECTION KEY
1
3
2 LAP LENGTH LAP LENGTH LAP LENGTHLAP LENGTH
1-24a-T12-Face bar 1-24a-T12-Face bar 1-24a-T12-Face bar 1-24a-T12-Face bar 1-24b-T12-Face bar
LAP LENGTH LAP LENGTH
8-34a-T12-EQ. 8-34a-T12-EQ. 8-34a-T12-EQ. 8-34a-T12-EQ. 8-34b-T12-EQ.
LAP LENGTH LAP LENGTH LAP LENGTH
6-32a-T12-EQ. 6-32a-T12-EQ. 6-32a-T12-EQ. 6-32a-T12-EQ. 6-32b-T12-EQ.1-35a-T12-Face bar 1-35a-T12-Face bar 1-35a-T12-Face bar 1-35a-T12-Face bar 1-35b-T12-Face bar
LAP LENGTH
LAP LENGTH LAP LENGTH LAP LENGTH LAP LENGTH10-39a-T16-150 10-39a-T16-150 10-39a-T16-150 10-39a-T16-150 10-39b-T16-150
HDPE PIPE OFLENGTH 550 MM
Legend:Top Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)Bottom Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)
A
RETURN WALL REINFORCEMENT DETAIL
7-63-T12-150Length Varies7-64-T12-150Length Varies
7-61-T12-1507-62-T12-150
13-65-T12-150Length Varies13-66-T12-150Length Varies 39-67-T12-150Length Varies39-68-T12-150Length Varies
Legend:Back fill side (Lap: 807mm)Valley side (Lap: 807mm) 3 62 + 64 Valley Side63+61 Backfill Side 68 Valley Side67 Backfill SideRETURN WALL REINFORCEMENT PLAN
ASECTION E-ESCALE 1:50
A
13 2
BOTTOM SLAB
APPROACH SLAB
C C
E
E SECTION F-FSCALE 1:30 19-1-T12-15061-3-T12-15019-2-T12-15061-4-T12-150 36-7-T12-150Chairs 1-6-T12- Face bar1-5-T12-Face barAPPROCH SLAB REINFORCEMENT DETAILSCALE 1:301% SLOPE 1% SLOPESide Drain
FULLY COMPACTED SOIL
REFER DETAIL "D"
APPROACH SLAB
PCC M15 OF THICKNESS 100MM
PCC M15 OF THICKNESS 100MMSTONE SOLLING OF THICKNESS 50MM20% SLOPERETURN WALL DETAIL 'D'SCALE 1:20
PLAN04-01-T10-150-BOTTOM10-02-T10-150-BOTTOM10-02-T10-150-BOTTOM04-01-T10-150-BOTTOMREINF. DETAILS (Section R-R) 04-01-T10-150-BOTTOM10-02-T10-150-BOTTOMQQR RREINF. DETAILS (Section Q-Q) Footpath Slab
A B C D E F1
3
2
FOOTPATH SLAB PLAN(Scale- 1:150)
P
P
APPROCH SLAB PLANSCALE 1:50 FOOT PATH REINF. DETAILSSCALE 1:15 FOOTPATH SLAB DETAILS (SEC. 'P-P'SCALE 1:15
X
Z
Parabolic ProfilePOINT ID X (MM) Z(MM)1 0 02 2000 1523 4000 2924 6000 4205 8000 5346 10000 6367 12000 7258 14000 8029 16000 86610 18000 91811 20000 95712 22000 98413 24000 99814 26000 99915 28000 98816 30000 96417 32000 92818 34000 87919 36000 81820 38000 74421 40000 65722 42000 558
ABCDEF CL
LONGITUDINAL SECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
Parabolic ProfilePOINT ID X (MM) Z(MM)23 44000 44624 46000 32225 48000 18526 50000 3527 50450 0
200
200
289.33290.51290.64289.53
240.000260.000280.000300.000
1000010000100001000010000 50000
LONGITUDINAL SECTION (along centre line/ grid 2)
ABCDEF CL
4.5% SLOPE4.5% SLOPE
5568619865125568 6198 6512
Design Level 290.74m
289.74m 289.74m4% PARABOLIC PROFILE4% PARABOLIC PROFILE
283.74m 283.74m
KHARBANDI SIDEPASAKHA SIDE
Return WallEnd Vertical wallIntermediate wallIntermediate wallIntermediate wall Intermediate wallEnd Vertical wall Top slabBottom slab
Levelling concrete
Please refer to separate dwg for the profile coordinates
Design/dinished terrain
Existing terrain
Design/dinished terrain
Existing terrain
Level Datum =280.000
DESIGN LEVELS
Chainage (m)
289.07 290.24
310.000 290.000
290.73270.000
289.97250.000
Return Wall
2836
2836
7164
4
ABCDEF
COORDINATES TABLE:LOCATION NORTHING EASTING ORIGINAL GROUND (OGL) REDUCED LEVEL (m) FOUNDATIONREDUCED LEVEL (m) DISTANCE (m) CHAINAGE (m) Ew1Iw1
Ew2
2970880.2002970889.9362970899.6722970909.4082970919.1442970928.880
741745.470741747.752741750.034741752.316741754.598741756.880
290.874290.830290.596290.623290.426290.557
0.00010.00020.00030.00040.00050.000
0+247.2020+257.2020+267.2020+277.2020+287.2020+297.202
283.74283.74283.74283.74283.74283.74
COORDINATES TABLE:LOCATION NORTHING EASTING ORIGINAL GROUND (OGL) REDUCED LEVEL (m) FOUNDATIONREDUCED LEVEL (m)DISTANCE (m) CHAINAGE (m) VW1VW2VW3VW4VW5VW5
2970880.2002970889.9362970899.6722970909.4082970919.1442970928.880
741745.470741747.752741750.034741752.316741754.598741756.880
290.874290.830290.596290.623290.426290.557
0.00010.00020.00030.00040.00050.000
0+247.2020+257.2020+267.2020+277.2020+287.2020+297.202
283.74283.74283.74283.74283.74283.74
(Ew2) (Ew1)(Iw1)(Iw2)(Iw3)(Iw4)
Iw2Iw3Iw4
CONSTRUCTION OF BHAWANIJHORA BRIDGE ON RINCHENDING - PASAKHA
ACCESS ROAD, PHUENTSHOLING
WORKING DRAWINGS
DATE NOVEMBER, 2015
SPAN CARRIAGE WAY
50.00 m (100m each) 7.00m
REVISION DATE DESCRIPTION REMARKS
00 28th OCTOBER, 2015 1st Edition for the Engineer's Approval
01 4th NOVEMBER, 2015 1st Revision for the Engineer's Approval
PREPARED BY:
SONAM K. TSHERING
(PROJECT ENGINEER)
CHECKED BY:
S K POUDYAL
(PROJECT MANAGER)
LONGITUDINAL SECTION
ABCDEF
PASAKHA SIDE KHARBANDI SIDE
COORDINATES TABLE:LOCATIONNORTHING EASTING ORIGINAL GROUND (OGL) REDUCED LEVEL (m) FOUNDATIONREDUCED LEVEL (m)DISTANCE (m) CHAINAGE (m) Ew1Iw1Iw2Iw3Iw4Ew2
2970880.2002970889.9362970899.6722970909.4082970919.1442970928.880
741745.470741747.752741750.034741752.316741754.598741756.880
290.874290.830290.596290.623290.426290.557
0.00010.00020.00030.00040.00050.000
0+247.2020+257.2020+267.2020+277.2020+287.2020+297.202
283.74283.74283.74283.74283.74283.74
Ew1Iw1Iw2Iw3Iw4Ew2
Chamfer(50x50)mm Chamfer(50x50)mm
337-31-T16-15002-32-T12-EQ-TOP 337-33-T16-15003-34-T12-EQ-TOP.02-34-T12-SIDE03-34-T12-EQ-BOTT.02-32-T12-EQ-BOTT.DETAIL "1"SCALE 1:25
THIMPHU BHUTAN
GELEPHU SIDE TRONGSA SIDE
DRAWINGS OF SHETIKHAREY BRIDGE
COMPLETED
(BOTTOM SLAB) - COMPLETED
0.0001.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.00012.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022.00023.00024.00025.00026.00027.00028.00029.00030.00031.00032.00033.00034.00035.00036.00037.00038.00039.00040.00041.00042.00043.00044.00045.00046.00047.00048.00049.00050.00051.00052.00053.00054.00055.00056.00057.00058.00059.00060.00061.00062.00063.00064.00065.00066.00067.00068.00069.00070.00071.00072.00073.00074.00075.00076.00077.00078.00079.00080.00081.00082.00083.00084.00085.00086.00087.00088.00089.00090.00091.00092.00093.00094.00095.00096.00097.00098.00099.000100.000101.000102.000103.000104.000105.000106.000107.000108.000109.000110.000111.000112.000113.000114.000115.000116.000117.000118.000119.000120.000121.000122.000123.000124.000125.000126.000127.000128.000129.000130.000131.000132.000133.000134.000135.000136.000137.000138.000139.000140.000141.000142.000143.000144.000145.000146.000147.000148.000149.000150.000151.000152.000153.000154.000155.000156.000157.000157.677300300300300300300E49950E49950E50000E50000E50050E50050E50100E50100LEGENDINSTRUMENT STATIONEDGE OF BITUMENTOP OF BANKBOTTOM OF BANKELECTRIC POLEEXISTING SURFACETELECOM POLESINGLE TREEBUILDINGWALL TOPWALL BOTTOMWATER COURSEPSMBOX CULVERTBRIDGEDRAINCENTER OF FORMATION CUTTINSHEDDRIVE WAYSIGN POSTBRIDGE CENTERLINETOP OF BANKTOE OF BANKTOP OF WALLBOTTOM OF WALLWATERCOURSEBRIDGE EDGEDRAINEDGE OF BITUMENCENTER OF FORMATION CUTBUILDINGBOX CULVERTBRIDGE ABUTMENTDRIVEWAYSHEDBRIDGE CENTERLINEN19950N20000N20050N20100N20150N20200N20250N19950N20000N20050N20100N20150N20200N20250Datum : 299.000300300300.2210.000300.2341.000300.2482.000300.2613.000300.2734.000300.2865.000300.2986.000300.3087.000300.3188.000300.3289.000300.33810.000300.34811.000300.36012.000300.37213.000300.372300.38414.000300.39715.000300.397300.41116.000300.42517.000300.44018.000300.45419.000300.46920.000300.48021.000300.48822.000300.49723.000300.50624.000300.51625.000300.52526.000300.525300.53527.000300.54528.000300.55429.000300.56430.000300.564300.57131.000300.57632.000300.58133.000300.58734.000300.59535.000300.60936.000300.62337.000300.63538.000300.64439.000300.65440.000300.66341.000300.67242.000300.68243.000300.69144.000300.70145.000300.71546.000300.72847.000300.74248.000300.75849.000300.77550.000300.79251.000300.80952.000300.809300.82653.000300.826300.84354.000300.86055.000300.88156.000300.92857.000300.97458.000301.02159.000301.06860.000301.068301.11061.000301.14862.000301.18763.000301.20064.000301.18765.000301.17466.000301.04267.000300.82268.000300.60269.000300.38270.000300.16871.000299.98972.000299.85372.762299.86073.000299.88974.000299.91875.000299.94776.000299.97577.000299.86478.000300.80279.000301.14480.000301.11081.000301.09482.000301.07983.000301.06384.000301.04885.000301.03286.000301.01687.000301.00288.000300.99389.000300.98490.000300.97591.000300.96492.000300.94293.000300.91994.000300.89695.000300.87196.000300.84697.000300.82098.000300.79599.000300.785100.000300.777101.000300.763102.000300.742103.000300.721104.000300.721300.696105.000300.696300.679106.000300.679300.683107.000300.686108.000300.689109.000300.681110.000300.679111.000300.679112.000300.679113.000300.679114.000300.683115.000300.688116.000300.693117.000300.700118.000300.708119.000300.708300.716120.000300.716300.726121.000300.718122.000300.703123.000300.696124.000300.693125.000300.696126.000300.695127.000300.673128.000300.650129.000300.689130.000300.668131.000300.647132.000300.626133.000300.595134.000300.567135.000300.569136.000300.566137.000300.564138.000300.567139.000300.583140.000300.602141.000300.620142.000300.638143.000300.656144.000300.628145.000300.630146.000300.630147.000300.630148.000300.631149.000300.631150.000300.631151.000300.632152.000300.632153.000300.632154.000300.633155.000300.633156.000300.634157.000300.635157.6770102030405060708090100110120130140150CHAINAGEL-Section - ElevationHorizontal Scale 1 : 200Vertical Scale 1 : 200L-SectionSTN-3STN-1STN-2STN-4STN-5
0.0001.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.00012.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022.00023.00024.00025.00026.00027.00028.00029.00030.00031.00032.00033.00034.00035.00036.00037.00038.00039.00040.00041.00042.00043.00044.00045.00046.00047.00048.00049.00050.00051.00052.00053.00054.00055.00056.00057.00058.00059.00060.00061.00062.00063.00064.00065.00066.00067.00068.00069.00070.00071.00072.00073.00074.00075.00076.00077.00078.00079.00080.00081.00082.00083.00084.00085.00086.00087.00088.00089.00090.00091.00092.00093.00094.00095.00096.00097.00098.00099.000100.000101.000102.000103.000104.000105.000106.000107.000108.000109.000110.000111.000112.000113.000114.000115.000116.000117.000118.000119.000120.000121.000122.000123.000124.000125.000126.000127.000128.000129.000130.000131.000132.000133.000134.000135.000136.000137.000138.000139.000140.000141.000142.000143.000144.000145.000146.000147.000148.000149.000150.000151.000152.000153.000154.000155.000156.000157.000157.677300300300300300300E49950E49950E50000E50000E50050E50050E50100E50100LEGENDINSTRUMENT STATIONEDGE OF BITUMENTOP OF BANKBOTTOM OF BANKELECTRIC POLEEXISTING SURFACETELECOM POLESINGLE TREEBUILDINGWALL TOPWALL BOTTOMWATER COURSEPSMBOX CULVERTBRIDGEDRAINCENTER OF FORMATION CUTTINSHEDDRIVE WAYSIGN POSTBRIDGE CENTERLINETOP OF BANKTOE OF BANKTOP OF WALLBOTTOM OF WALLWATERCOURSEBRIDGE EDGEDRAINEDGE OF BITUMENCENTER OF FORMATION CUTBUILDINGBOX CULVERTBRIDGE ABUTMENTDRIVEWAYSHEDBRIDGE CENTERLINEN19950N20000N20050N20100N20150N20200N20250N19950N20000N20050N20100N20150N20200N20250Datum : 299.000300300300.2210.000300.2341.000300.2482.000300.2613.000300.2734.000300.2865.000300.2986.000300.3087.000300.3188.000300.3289.000300.33810.000300.34811.000300.36012.000300.37213.000300.372300.38414.000300.39715.000300.397300.41116.000300.42517.000300.44018.000300.45419.000300.46920.000300.48021.000300.48822.000300.49723.000300.50624.000300.51625.000300.52526.000300.525300.53527.000300.54528.000300.55429.000300.56430.000300.564300.57131.000300.57632.000300.58133.000300.58734.000300.59535.000300.60936.000300.62337.000300.63538.000300.64439.000300.65440.000300.66341.000300.67242.000300.68243.000300.69144.000300.70145.000300.71546.000300.72847.000300.74248.000300.75849.000300.77550.000300.79251.000300.80952.000300.809300.82653.000300.826300.84354.000300.86055.000300.88156.000300.92857.000300.97458.000301.02159.000301.06860.000301.068301.11061.000301.14862.000301.18763.000301.20064.000301.18765.000301.17466.000301.04267.000300.82268.000300.60269.000300.38270.000300.16871.000299.98972.000299.85372.762299.86073.000299.88974.000299.91875.000299.94776.000299.97577.000299.86478.000300.80279.000301.14480.000301.11081.000301.09482.000301.07983.000301.06384.000301.04885.000301.03286.000301.01687.000301.00288.000300.99389.000300.98490.000300.97591.000300.96492.000300.94293.000300.91994.000300.89695.000300.87196.000300.84697.000300.82098.000300.79599.000300.785100.000300.777101.000300.763102.000300.742103.000300.721104.000300.721300.696105.000300.696300.679106.000300.679300.683107.000300.686108.000300.689109.000300.681110.000300.679111.000300.679112.000300.679113.000300.679114.000300.683115.000300.688116.000300.693117.000300.700118.000300.708119.000300.708300.716120.000300.716300.726121.000300.718122.000300.703123.000300.696124.000300.693125.000300.696126.000300.695127.000300.673128.000300.650129.000300.689130.000300.668131.000300.647132.000300.626133.000300.595134.000300.567135.000300.569136.000300.566137.000300.564138.000300.567139.000300.583140.000300.602141.000300.620142.000300.638143.000300.656144.000300.628145.000300.630146.000300.630147.000300.630148.000300.631149.000300.631150.000300.631151.000300.632152.000300.632153.000300.632154.000300.633155.000300.633156.000300.634157.000300.635157.6770102030405060708090100110120130140150CHAINAGEL-Section - ElevationHorizontal Scale 1 : 200Vertical Scale 1 : 200L-SectionSTN-3STN-1STN-2STN-4STN-5
LEGEND
INSTRUMENT STATION
EDGE OF BITUMEN
TOP OF BANK
BOTTOM OF BANK
ELECTRIC POLE
EXISTING SURFACE
TELECOM POLE
SINGLE TREE
BUILDING
WALL TOP
WALL BOTTOM
WATER COURSE
PSM
BOX CULVERT
BRIDGE
DRAIN
CENTER OF FORMATION CUTTIN
SHED
DRIVE WAY
SIGN POST
BRIDGE CENTERLINE
TOP OF BANK
TOE OF BANK
TOP OF WALL
BOTTOM OF WALL
WATERCOURSE
BRIDGE EDGE
DRAIN
EDGE OF BITUMEN
CENTER OF FORMATION CUT
BUILDING
BOX CULVERT
BRIDGE ABUTMENT
DRIVEWAY
SHED
BRIDGE CENTERLINE
Datum : 299.000
300.2210.000
300.2341.000
300.2482.000
300.2613.000
300.2734.000
300.2865.000
300.2986.000
300.3087.000
300.3188.000
300.3289.000
300.33810.000
300.34811.000
300.36012.000
300.37213.000
300.372300.38414.000
300.39715.000
300.397 300.41116.000
300.42517.000
300.44018.000
300.45419.000
300.46920.000
300.48021.000
300.48822.000
300.49723.000
300.50624.000
300.51625.000
300.52526.000
300.525300.53527.000
300.54528.000
300.55429.000
300.56430.000
300.564 300.57131.000
300.57632.000
300.58133.000
300.58734.000
300.59535.000
300.60936.000
300.62337.000
300.63538.000
300.64439.000
300.65440.000
300.66341.000
300.67242.000
300.68243.000
300.69144.000
300.70145.000
300.71546.000
300.72847.000
300.74248.000
300.75849.000
300.77550.000
300.79251.000
300.80952.000
300.809 300.82653.000
300.826 300.84354.000
300.86055.000
300.88156.000
300.92857.000
300.97458.000
301.02159.000
301.06860.000
301.068301.11061.000
301.14862.000
301.18763.000
301.20064.000
301.18765.000
301.17466.000
301.04267.000
300.82268.000
300.60269.000
300.38270.000
300.16871.000
299.98972.000
299.85372.762
299.86073.000
299.88974.000
299.91875.000
299.94776.000
299.97577.000
299.86478.000
300.80279.000
301.14480.000
301.11081.000
301.09482.000
301.07983.000
301.06384.000
301.04885.000
301.03286.000
301.01687.000
301.00288.000
300.99389.000
300.98490.000
300.97591.000
300.96492.000
300.94293.000
300.91994.000
300.89695.000
300.87196.000
300.84697.000
300.82098.000
300.79599.000
300.785100.000
300.777101.000
300.763102.000
300.742103.000
300.721104.000
300.721300.696105.000
300.696300.679106.000
300.679300.683107.000
300.686108.000
300.689109.000
300.681110.000
300.679111.000
300.679112.000
300.679113.000
300.679114.000
300.683115.000
300.688116.000
300.693117.000
300.700118.000
300.708119.000
300.708 300.716120.000
300.716 300.726121.000
300.718122.000
300.703123.000
300.696124.000
300.693125.000
300.696126.000
300.695127.000
300.673128.000
300.650129.000
300.689130.000
300.668131.000
300.647132.000
300.626133.000
300.595134.000
300.567135.000
300.569136.000
300.566137.000
300.564138.000
300.567139.000
300.583140.000
300.602141.000
300.620142.000
300.638143.000
300.656144.000
300.628145.000
300.630146.000
300.630147.000
300.630148.000
300.631149.000
300.631150.000
300.631151.000
300.632152.000
300.632153.000
300.632154.000
300.633155.000
300.633156.000
300.634157.000
300.635157.677
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
CHAINAGE
L-Section - Elevation
Horizontal Scale 1 : 200Vertical Scale 1 : 200 L-Section
10.00m10.00m10.00m10.00m 50.00m
FEDCB CL
4.0% SLOPEExisting terrain Existing terrain4.0% SLOPE
Design terrainDesign terrain
Design/dinished terrain
A
LONGITUDINAL SECTION
RL(ROAD)= 304.536m RL(ROAD)= 304.536m
RL(PCC TOP)= 298.535m RL(PCC TOP)= 298.535m
GELEPHUG SIDE TRONGSA SIDE
300
300
300
300
300
300
E49950E49950
E50000E50000
E50050E50050
E50100E50100
N19950
N20000
N20050
N20100
N20150
N20200
N20250
N19950
N20000
N20050
N20100
N20150
N20200
N20250
STN-3
STN-1
STN-2 STN-4 STN-5
BB
FLOW DIRECTION
FLOW DIRECTION
A
TRAFFIC
C D E FA
TRAFFIC 1% SLOPE
C D E F
10000 10000 10000 10000 10000BRIDGE SPAN = 5 X 10M = 50.00MDRAIN
APPROACH SLAB (refer relevant dwg for details)) FOOTPATH
FOOTPATH RETURN WALL
2 D
EG
RE
EE
GELEPHU SIDE
TRONGSA SIDE ROAD SLOPE
ROAD SLOPE
GABION WALL
GABION WALL0.0001.000 2.0003.000 4.0005.000 6.000 7.000 8.000 9.00010.000 11.000 12.00013.000 14.00015.000 16.00017.000 18.000 19.000 20.000 21.00022.000 23.000 24.00025.000 26.00027.000 28.00029.000 30.000 31.000 32.000 33.00034.000 35.000 36.00037.000 38.00039.000 40.00041.000 42.000 43.000 44.000 45.00046.000 47.000 48.00049.000 50.000 51.000 52.00053.000 54.000 55.00056.000 57.00058.000 59.00060.000 61.000 62.000 63.000 64.00065.000 66.000 67.00068.000 69.00070.000 71.00072.000 73.000 74.000 75.000 76.00077.000 78.000 79.00080.000 81.00082.000 83.00084.000 85.000 86.000 87.000 88.00089.000 90.000 91.00092.000 93.00094.000 95.00096.000 97.000 98.000 99.000 100.000101.000 102.000 103.000104.000 105.000 106.000 107.000108.000 109.000 110.000 111.000 112.000113.000 114.000 115.000116.000 117.000 118.000 119.000120.000 121.000 122.000123.000 124.000125.000 126.000127.000 128.000 129.000 130.000 131.000132.000 133.000 134.000135.000 136.000137.000 138.000139.000 140.000 141.000 142.000 143.000144.000 145.000 146.000147.000 148.000149.000 150.000151.000 152.000 153.000 154.000 155.000156.000 157.000157.677
CH=59.3 CH=109.3
REBAR SCHEDULE FOR APPROACH SLABS34 SK-DL-33
SCALE:
(as Sheet A3 size)
DRAWING NO.
ASSHOWN
DECK CROSS SECTION
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-10
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A
END SIDE VIEW
SCALE 1:50
A
13 2
END PLAN
SCALE 1:50
BO
TT
OM
S
LA
B
RE
TU
RN
W
AL
L
RE
TU
RN
W
AL
L
C
C
DD
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:50
END PORTION ELEVATION
AND PLAN
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-11
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
1% SLOPE
RAILING
SECTION C-C
SCALE 1:50
1% SLOPE
C
L
Weep holes 11cmØ(HDPE
Pipes) 1 in 20 slope
A
SECTION D-D
SCALE 1:50
C
BOTTOM SLAB COMPLETED
LEVELLING CONCRETE
PCC M15 OF THICKNESS
150 MM
UNDISTRUBED
GROUND/ FULLY COMPACTED
SOIL (MIN. SAFE BEARING
CAPACITY =50KN/m2
SCOUR PROTECTION
KEY COMPLETED
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:50
SECTIONAL DETAILS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-12
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
C
L
REINFORCEMENT DETAIL
A
B
C
D E F
DETAIL 'A'
DETAIL 'B' DETAIL 'C'
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:150
REINFORCEMENT DETAILS
IN LONG SECTION
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-13
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A
DETAIL 'A'
B
DETAIL 'B'
C
DETAIL 'C'
53-40-T16-200
53-40-T16-200
53-41-T16-200
88-01-T20-120
29-42-T12-200
(inner side)
38-43-T12-150
(outer side)
71-44-T12-150
53-45-T12-150
66-46-T12-1000-
spacer
1-47-T16- face bar
1-48-T16- face bar
53-40-T16-200
53-40-T16-200
53-49-T16-200
53-49-T16-200
32-50-T12-200
32-50-T12-200
66-51-T12-1000-
spacer
1-47-T16- face bar
1-52-T16- face bar
71-53-T12-150
71-53-T12-150
71-54-T12-150
71-55-T12-150
53-40-T16-200
53-40-T16-200
33-56-T12-200
33-56-T12-200
53-57-T16-200
53-57-T16-200
66-51-T12-1000-
spacer
1-47-T16- face bar
1-58-T16- face bar
71-53-T12-150
71-53-T12-150
71-59-T12-150
71-60-T12-150
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:150
REINFORCEMENT DETAILS
-VERTICAL WALLS
SCALE:
(as Sheet A3 size)
DRAWING NO.DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-14
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED 1:150
KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A B C D E F
TOP SLAB REINFORCEMENT PLAN
1
3
2
Legend:
Top Reinforcement (Lap: 1613mm)
Bottom Reinforcement (Lap: 2016mm)
88-01-T20-120-U.T.-L 88-01-T20-120-U.T.-L
53-2a-T16-200-U.T.-L
88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L 88-03-T20-120-U.T.-L
71-04-T20-150-L.B.-L71-04-T20-150-L.B.-L
71-05-T20-150-L.B.-L71-05-T20-150-L.B.-L 71-06-T20-150-L.B.-L
25
3-2
2-T
12
-2
00
-L
.T
.-L
25
3-2
3-T
12
-2
00
-U
.B
.-L
LAP LENGTH
53-02-T16-200-U.T.-L 53-02-T16-200-U.T.-L 53-02-T16-200-U.T.-L 53-2a-T16-200-U.T.-L
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTHLAP LENGTH
LAP LENGTH LAP LENGTH
LAP LENGTH
LAP LENGTH LAP LENGTH
LAP LENGTHLAP LENGTH
1
1
2
2
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:150
REINFORCEMENT DETAILS
-TOP SLAB
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-15
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A B
3
3
C D E F
1
3
2
UPPER STREAM SIDE
DOWN STREAM SIDE
71-07-T16-150-U.T.-L 5-08-T16-150-U.T.-L 78-9-T16-150-U.T.-L 78-09-T16-150-U.T.-L 78-09-T16-150-U.T.-L 71-10-T16-150-U.T.-L 5-11-T16-150-U.T.-L
78-12-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-15-T16-150-L.B.-L78-16-T16-150-L.B.-L 5-14-T16-150-L.B.-L5-17-T16-150-L.B.-L
BOTTOM SLAB REINFORCEMENT PLAN
25
3-1
8-T
12
-2
00
-L
.T
.-L
25
3-1
9-T
12
-2
00
-U
.B
.-L
5-2
1-T
12
-2
00
-U
.B
.-L
5-2
0-T
12
-2
00
-L
.T
.-L
5-21-T12-200-B.B.-L
5-20-T12-200-B.T.-L
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTH
LAP LENGTH
Legend:
Top Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)
Bottom Reinforcement (Lap: 1506mm, LAP IN ALTERNATE POSITION)
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:150
REINFORCEMENT DETAILS
-BOTTOM SLAB
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-16
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
C
L
253-23-T12-200-U.B.-L
253-22-T12-200-L.T.-L
88-03-T20-120-U.T.-L
1-24-T12-FACE
1-25-T12-FACE
51-30-T16-1000-
CHAIRS
REFER DETAIL "1"
DECK SLAB REINFORCEMENTDETAIL
SECTION 2-2
Scale 1:50
02-32-T12-EQ-TOP
02-32-T12-EQ-BOTT.
02-32-T12-SIDE
337-31-T16-150
337-33-T16-150
03-34-T12-EQ-TOP
02-34-T12-SIDE
03-34-T12-EQ-BOTT.
DETAIL "1"
Scale-1:25
71-05-T20-150-L.B.-L
C
L
253-23-T12-200-U.B.-L
253-22-T12-200-L.T.-L
53-02-T16-200-U.T.-L
1-24-T12-FACE
1-25-T12-FACE
561-30-T16-1000-
CHAIRS
REFER DETAIL "1"
DECK SLAB REINFORCEMEN TDETAIL
SECTION 1-1
Scale 1:50
71-04-T20-150-L.B.-L
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:150
REINFORCEMENT DETAILS
-BOTTOM SLAB
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHARI MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-17
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
Natural Ground LevelNatural Ground Level
BOTTOM SLAB REINFORCEMENTDETAIL
SECTION 3-3
10-19+21-T12-200-U.B.-L12+14+15+16+17
7+8+9+10+1110-18+20-T12-200-L.T.-L
1-35-T12-FACE
1-36-T12-FACE
612-37-T16-1000-CHAIRS
253-38-T12-200
10-39-T16-150
A
RETURN WALL REINFORCEMENT DETAIL
7-63-T12-150
Length Varies
7-64-T12-150
Length Varies
7-61-T12-150
7-62-T12-150
13-65-T12-150
Length Varies
13-66-T12-150
Length Varies
39-67-T12-150
Length Varies
39-68-T12-150
Length Varies
Legend:
Back fill side(Lap: 807mm)
Valley side (Lap: 807mm)
3
62 + 64 Valley Side
63+61 Backfill Side
68 Valley Side
67 Backfill Side
RETURN WALL REINFORCEMENT PLAN
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:50
REINFORCEMENT DETAILS
-BOTTOM SLAB & RETURN WALL
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-18
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
2
2
1
1REINF. DETAIL OF RAILING
01
02
4-0
3-T
10
04
04
04
05a
2-0
6-T
6
1-0
7-T
6
1-0
8-T
6
1-0
9-T
6
1-1
0-T
6
1-1
1-T
6
1-1
2-T
6
1-1
3-T
6
05
04a
KE
RB
END DETAILS
3
3
KE
RB
C
L
DETAILS AT THE LONGITUDINAL CENTRE
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:20
RAILING - DIMENSIONS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-19
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SEC. 2-2
(REINF. DETAILS OF RAIL POST)
SEC. 1-1
(REINF. DETAILS OF RAIL POST)
SEC. 3-3
(DETAILS OF RAIL POST)
6-01-T16
8-02-T10-150
4-04-T12
4-04-T12
4-04-T12
702-5a-T6-175
702-5a-T6-175
702-5a-T6-175
KERB
KERB
SCALE:
(as Sheet A3 size)
DRAWING NO.
1:10
RAILING - REBAR DETAILS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-20
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
610
260
30
5
15
5515 55 15
760
115
5
5
260
260
15
A
A
NB:
i) All connections are welded connections
ii) All welds as fillet welds a=4mm
iii) All steel parts should be hot dip galvanised
SECTION "A - A"
GI Grating/cover
5mm thk GI plate
B
B
GI pipe of
120mm dia.
120mm dia.GI pipe
Total 5 steel strips
10/25 - 216mm
28x28x5mm plate with
10mmØ threaded hole
Threaded hole for
8mm dia bolt
Cover 246/246mm
Bolt Ø 8mm
1528
1028
216
1515
250 55
52 2515 216 1552505
260
2810
28
25
5115
5
30
120 15
0610
760
15505
1550 5
130 130
120mm Ø
120
5mm thk GI plate
120
30
610
4
VIEW "B - B"
Grating plan view
4
1:4
DRAINAGE SPOUT DETAILS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-21
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A
13 2
BO
TT
OM
S
LA
B
APPROACH SLAB
C C
E
E
APPROCH SLAB PLAN
SCALE 1:50
A
SECTION E-E
SCALE 1:50
DRAWING NO.
SHOWN
APPROACH SLAB DETAILS
(as Sheet A3 size)SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-22
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SECTION F-F
SCALE 1:30
1% SLOPE 1% SLOPE
Side Drain
FULLY COMPACTED SOIL
REFER DETAIL "D"
PCC M15 OF THICKNESS 100MM
SHOWN
APPROACH SLAB DETAILS
DRAWING NO.
(as Sheet A3 size)SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-23
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
APPROACH SLAB
PCC M15 OF THICKNESS 100MM
STONE SOLLING OF THICKNESS 50MM
2
0
%
S
L
O
P
E
RETURN WALL
DETAIL 'D'
SCALE 1:20
19-1-T12-150
61-3-T12-150
19-2-T12-150 61-4-T12-150
36-7-T12-150
Chairs
1-6-T12-Face bar
1-5-T12-Face bar
APPROCH SLAB REINFORCEMENT DETAIL
SCALE 1:30
PLAN
04-01-T10-150-BOTTOM
10-02-T10-150-BOTTOM
10-02-T10-150-BOTTOM
04-01-T10-150-BOTTOM
REINF. DETAILS (Section R-R)
04-01-T10-150-BOTTOM
10-02-T10-150-BOTTOM
Q
Q
R R
REINF. DETAILS (Section Q-Q)
FOOT PATH REINF. DETAILS
SCALE 1:15
SHOWN
SIDE DRAIN DETAIL, APP.
SLAB & FOOT PATH REINF.
DETAILS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-24
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
A B C D E F
1
3
2
FOOTPATH SLAB PLAN
(Scale- 1:150)
P
P
Footpath Slab
FOOTPATH SLAB DETAILS (SEC. 'P-P'
SCALE 1:15
Chamfer(50x50)mm
Chamfer(50x50)mm
SHOWN
FOOTPATH SLAB DETAILS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-25
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
X
Z
A
B
C
D
E
F
C
L
LONGITUDINAL SECTION
1
2
3
4
5
6
7
8
9
10
11
12
13 1415
16
17
18
19
20
21
22
23
24
25
26
27
Parabolic ProfilePOINT ID
X (MM) Z(MM)
1 0 0
2 2000 152
3 4000 292
4 6000 420
5 8000 534
6 10000 636
7 12000 725
8 14000 802
9 16000 866
10 18000 918
11 20000 957
12 22000 984
13 24000 998
14 26000 999
15 28000 988
16 30000 964
17 32000 928
18 34000 879
19 36000 818
20 38000 744
21 40000 657
22 42000 558
Parabolic ProfilePOINT ID
X (MM) Z(MM)
23 44000 446
24 46000 322
25 48000 185
26 50000 35
27 50450 0
SHOWN
PARABOLIC PROFILE
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-26
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR TOP
SLAB
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-27
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR SIDE
KERB
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-28
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR
BOTTOM SLAB & SCOUR
PROTECTION KEY
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-29
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR END
WALLS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-30
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR
INTERMEDIATE WALLS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-31
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR
RETURN WALLS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-32
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)
SHOWN
REBAR SCHEDULE FOR
APPROACH SLABS
DRAWING NO.
(as Sheet A3 size)
DRAWING NO.
SCALE:
SHEET CONTENTS :
REVISION
FIRST ISSUEROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
SHETIKHAREY MULTICELL BOX CULVERT
SPAN 50M
ON GELEPHU-TRONGSA HIGHWAY
DATENAME & SIGNATURE
SK-DL-33
DESIGN
DRAWN
CHECKED
AUG, 2017
APPROVED KARMA WANGDI ( CE)
JANGCHUK YESHI(EE)
CHENCHO DORJI(JE)
JANGCHUK YESHI(EE)