substructure drawings for construction of ......substructure drawings for construction of gemzina...
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SUBSTRUCTURE DRAWINGS FOR CONSTRUCTION
OF GEMZINA BRIDGE
(16 M SPAN RCC DECK GIRDER BRIDGE)
ON WANGDUE-TRONGSA PRIMARY NATIONAL HIGHWAY
WANGDUE DZONGKHAG
MARCH 2015
DRAWING LIST
COVER PAGE
DRAWING NO.DESCRIPTION
LIST OF DRAWINGSSL.NO.
01
02
05
SIDE ELEVATION & FOOTING PLAN OF RIGHT ABUTMENT
GENERAL PLAN OF THE BRIDGE
03
SIDE ELEVATION & FOOTING PLAN OF LEFT ABUTMENT
FRONT ELEVATION & SECTION C-C OF LEFT ABUTMENT
GZ-ABT-01
GZ-GP-03
GZ-GP-04
GZ-GE-05GZ-ABT-06
GZ-ABT-07
GZ-ABT-10
GZ-ABT-11
GZ-ABT-12
GZ-ABT-14
GZ-ABT-09
GENERAL PLAN OF THE BRIDGE
04
06
FRONT ELEVATION & SECTION "B-B" OF RIGHT ABUTMENT
07GENERAL ELEVATION OF THE BRIDGE
0809
FRONT ELEVATION & REINF. DETAILS OF RIGHT RETURN 10
REINFORCEMENT DETAILS OF RIGHT RETURN WALL DETAIL 11
12 REINF. SCHEDULE OF RIGHT ABUTMENT
13
14
GZ-ABT-151516
REINF. SCHEDULE OF RIGHT ABUTMENT
GZ-ABT-13
DRAWING LIST GZ-ABT-02
REINFORCEMENT DETAILS OF RIGHT ABUTMENT GZ-ABT-08
WALL
REINF. SCHEDULE OF RIGHT RETURN WALL
AT SECTION E-E & DETAIL A-A
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-01MARCH 2015
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)LIST OF DRAWINGS
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
MASUMI ANDO (JICA Engineer)
JANGCHUK YESHI (Chief Engineer)
LIST OF DRAWINGSGZ-ABT-16
GZ-ABT-17
17
18
GZ-ABT-18
GZ-ABT-19
19
GZ-BP-20
20
PLAN OF BEARING ON ABUTMENTS
SEISMIC ARRESTOR BLOCK DETAILS GZ-SAB-21
21
REINF. SCHEDULE OF LEFT ABUTMENT
22GZ-ABT-2223
GZ-ABT-2324
GZ-WW-28
25
TYPICAL SECTION OF WING WALL ON RIGHT BANK
GZ-WW-29
26
TYPICAL SECTION OF WING WALL ON LEFT ABUTMENT
GZ-DD-30
27
TYPICAL SECTION OF ROAD PAVEMENT & DRAINAGE DETAILS
REINF. SCHEDULE OF RAIL POST & ANCHOR BAR
REINFORCEMENT DETAILS OF LEFT ABUTMENT
FRONT ELEVATION & REINF. DETAILS AT SECTION F-F OF LEFT ABUTMENT
REINFORCEMENT DETAILS OF LEFT RETURN WALL AT SECTION A-A & SECTION B-B (UPSTREAM & DOWNSTREAM)
REINF. DETAILS OF LEFT RETURN WALL AT ABUTMENT STEM & DIRTWALL
REINF. SCHEDULE OF LEFT ABUTMENT
REINF. SCHEDULE OF LEFT ABUTMENT
REINF. SCHEDULE OF LEFT ABUTMENTGZ-ABT-24
GZ-ABT-25
ARRESSTOR BLOCKGZ-ABT-26
28 REINF. SCHEDULE OF RAIL POST & ANCHOR BAR GZ-ABT-27293031
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-02GEMZINA ZAM
OnWangdue-TrongsaPrimary National
Highway
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)LIST OF DRAWINGS
MARCH 2015
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
MASUMI ANDO (JICA Engineer)
25.000
℄ OF B
RID
GE
EXISTING BRIDGE
20.000
5.000
30.000
40.000
45.000
58.462
0.000
15.000
35.000
20.000
10.000
50.000
55.000
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:350
DESIGN
DRAWN
CHECKED
APPROVED
GZ-GP-03MARCH 201516M SPAN RCC DECK GIRDER
BRIDGE(7.00 M CARRIAGEWAY)
GENERAL PLANGEMZINA ZAM
OnWangdue-TrongsaPrimary National
Highway
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
MASUMI ANDO (JICA Engineer)
℄ OF B
RID
GE
EXISTING BRIDGE
25.000
20.000
5.000
30.000
40.000
45.000
0.000
15.000
35.000
20.000
10.000
50.000
55.000
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:250
DESIGN
DRAWN
CHECKED
APPROVED
GZ-GP-0416M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)GENERAL PLAN
SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
SIDE ELEVATION
2% slope
FOOTING PLAN
B
℄
A
A
SHEET CONTENTS : DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
SIDE ELEVTION ANDFOOTING PLAN OFRIGHT ABUTMENT
GZ-ABT-06
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
FRONT ELEVATIONView ''A-A"
SIDE ELEVATIONSection "B-B"
℄
2% slope
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:75
FRONT ELEVATION &SECTION "B-B" OFRIGHT ABUTMENT
GZ-ABT-07
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
SHEET CONTENTS :
(as Sheet A3 size)
SHEET CONTENTS : REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
SONAM LHAMO (Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
1 1
REINFORCEMENT DETAIL
2% slope
SEE TABLE 01 IN DRAWING NO.-11 & 12 BAR BENDING SCHEDULE
FOOTING REINFORCEMENT DETAIL
View "1 - 1"
SEE TABLE 01 IN DRAWING NO.-11& 12 BAR BENDINGSCHEDULE
SHEET CONTENTS : DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
REINFORCEMENTDETAILS OF RIGHT
ABUTMENT
GZ-ABT-08
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)APPROVED
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
ABUTMENT
FRONT ELEVATION OF RIGHT RETURN WALL
E
E
SEE TABLE 02 IN DRAWING NO.-13 BAR BENDING SCHEDULE
REINFORCEMENT DETAILS OF RIGHT RETURN WALLSide Elevation
E
E
2% slope
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
GZ-ABT-09
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
FRONT ELEVATION &REINF. DETAILS OF
RIGHT RETURN WALL
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
MASUMI ANDO (JICA Engineer)
SECTION "E - E"
SEE TABLE 02 IN DRAWING NO.-13 BAR BENDING SCHEDULE
Cross Girder
Bearing Concrete Seat (95mm thick)
Elastomeric Bearing(52mm thick)
DETAIL A-ASCALE 1:50
DETAIL OF HAUNCH REINFORCEMENT
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
GZ-ABT-10
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
REINFORCEMENTDETAILS OF AT SECTION
E-E & DETAIL A-A
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
REINF. SCHEDULE OFRIGHT ABUTMENT GZ-ABT-11
SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
Bottom bar in longitudinal direction
Bottom bar in transverse direction
Top bar in longitudinal direction
Top bar at backfill side of abutment in traverse direction
Top bar at valley side of abutment in transverse direction
6B
c
c
Stirrups
a
b
c
Stirrups
07 T16 6032 8 8 48256 211 256 5600Face reinforcement in longitudinal direction
08(A&B) T16 7904 8 8 63232 211 192 Face reinforcement in tranverse direction
09 T20 8606 53 456118Vertical bar at backfill side of the abutment
320
Horizontal bar at backfill of the abutment
Horizontal bar at valley side of the abutment50 50 3800001
256
7600 192
833611
11 7600 43 43 326800 001
T16 538552 453256 11 256 833610 Vertical bar at valley side of the abutment
T16
T16 760012
Vertical face reinforcement13
a
b
b
b
JANGCHUK YESHI(Chief Engineer)
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
FIRST ISSUEGEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
531b
531
None None
00
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-12 SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
22 T16 8032 1 6 6 48192 21
Vertical bar at valley side of the dirtwall
18 T16 7568 7 7 529761 Horizontal bar at backfill side of the dirtwall
17
19 T12 1422 53 53 75366 211 192 Top bar below the bearing
20 T16 7600 10 10 76000 111 7600 Horizontal bar at backfill side of the dirtwall
Horizontal bar at valley side of the dirtwall 21 T16 1 10 10 7600
23A T16 1371 1 12 12 16488 99
256 2567600 Std. - 90 deg . Std. - 90 deg.
144 1441150
Horizontal bar below the bearing
23B T16 1 12 12 99
23C T16 1174 1 12 12 14088 99 144 144950
7600
1086 192 Std. - 90 deg . Std. - 90 deg .
1 224A T16 211582 2 3164 256 1150 256 4.99 Side face bar in hunch portion
TOTAL WEIGHT:
a
b
c
a
b
c
a
b
c
Stirrups
Stirrups
Stirrups
7452.67
a
00
7600 76000 11
1371 16488144 1441150
a
a Std. - 90 deg . Std. - 90 deg.
1 224B T16 211582 2 3164 256 1150 256 4.99 Side face bar in hunch portiona Std. - 90 deg . Std. - 90 deg.
1 224C T16 211382 2 2764 256 950 256 4.36 Side face bar in hunch portiona Std. - 90 deg . Std. - 90 deg.
a
b
c
25A T16 1 22 22 99 Stirrups624 13728144 144400
b33 99 Stirrups20592144 144400
25B T16 1 33624
1 5326 T16 21832 53 44096 256 400 256 69.58 Top cover bar in dirt walla Std. - 90 deg . Std. - 90 deg.
1 827 T16 21712 8 5696 180 400 180 4.99 Side face bar in dirtwalla Std. - 90 deg . Std. - 90 deg.
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
REINF. SCHEDULE OFRIGHT ABUTMENT
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-13 SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1
2
3
4
6
T25
T20
T20
T16
T12
10427 2 25 50 521350 21 500 9802 250 Std - 90 deg 2008.76 Vertical bar at backside of return wallStd - 90 deg
Std - 90 deg Std - 90 deg
Std - 90 deg Std - 90 deg
Std - 90 deg Std - 90 deg
Std - 90 deg Std - 90 deg
10272 2 25 50 21 1266.54 Vertical bar at valley side of return wall
5054 2 51 102 515508 21 320 4584 250 1271.24 Horizontal bar at backside of return wall
5010 51 102 21 806.39
568 18 36 20448 21 108 400 108 18.16 Spacer for Return Wall
250 5184 250 Horizontal bar at valley side of return wall
ab
ab
511020
a
a320 9802 250
2
2
5 T16 2591 2 51 102 264282 99 240 2143 240 417.04 Haunch Reinforcementa
513600
ab
7 T16 Std - 90 deg Std - 90 deg4896 10 20 21 154.52256 4464 256 Horizontal bar at back side of return wall979202 ab
8 T16 Std - 90 deg Std - 90 deg10 20 21 Horizontal bar at valley side of return wall2 ab
256 4464 144 150.984784 95680
75
60
60
48
24
48
48
9 T16 10 20 212 240 1242 240 53.341690 33800 a bc
TOTAL WEIGHT: 6146.97
Haunch Reinforcement
REINF. SCHEDULE OFRIGHT RETURN WALL
MASUMI ANDO (JICA Engineer)
SIDE ELEVATION
℄
2% slope
FOOTING PLAN
℄
SHEET CONTENTS : DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
SIDE ELEVATION ANDFOOTING PLAN OFLEFT ABUTMENT
GZ-ABT-14
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
DRAWING NO.
SCALE:
(as Sheet A3 size)
DRAWING NO.
SCALE:
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
FIRST ISSUEGEMZINA ZAM
OnWangdue-TrongsaPrimary National
Highway
MARCH 2015
REVISION DATE
MASUMI ANDO (JICA Engineer)
FRONT ELEVATION
C
C
℄
SIDE ELEVATION
Section C-C
℄
2% slope
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
GZ-ABT-15ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
FRONT ELEVATION &SECTION C-C OF LEFT
ABUTMENT
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
SONAM LHAMO (ENGINEER)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
MASUMI ANDO (JICA Engineer)
2 2
REINFORCEMENT DETAIL
SEE TABLE 03 IN DRAWING NO.-22 TO 25 BAR BENDING SCHEDULE
FOOTING REINFORCMENT DETAILS
View 2-2
SEE TABLE 03 IN DRAWING NO.-22 TO 25 BAR BENDING SCHEDULE
A A
B B
SHEET CONTENTS : DRAWING NO.
SCALE:
(as Sheet A3 size)
1:60
REINFORCEMENTDETAILS OF LEFT
ABUTMENT
GZ-ABT-16SCALE:
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
APPROVED
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
SONAM LHAMO (Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
REINFORCEMENT DETAILS OF RETURN WALL
View "A -A"
2% slope
SEE TABLE 04 IN DRAWING NO.-25 BAR BENDING SCHEDULE
REINFORCEMENT DETAILS OF RETURN WALL
View "B -B"
2% slope
SEE TABLE 04 IN DRAWING NO.-26 BAR BENDING SCHEDULE
DRAWING NO.
SCALE:
(as Sheet A3 size)
GZ-ABT-17
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:60
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)
REINFORCEMENT DETAILSOF LEFT RETURN WALL
AT SECTION A-A &SECTION B-B
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
MASUMI ANDO (JICA Engineer)
ABUTMENT
FRONT ELEVATION OF LEFT RETURN WALL
F
F
SECTION " F - F "
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
GZ-ABT-18
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
FRONT ELEVATION &REINF. DETIALS AT
SECTION F-F OF LEFTRETURN WALL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
MASUMI ANDO (JICA Engineer)
REINFORCEMENT DETAILS ALONG ABUTMENT STEM
SEE TABLE 04 IN DRAWING NO.-25 & 26 BAR BENDING SCHEDULE
℄
℄
REINFORCEMENT DETAILS ALONG DIRTWALL
SEE TABLE 04 IN DRAWING NO.-25 & 26 BAR BENDING SCHEDULE
℄
℄
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
GZ-ABT-19
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (ENGINEER)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI(Chief Engineer)
REINFORCEMENTDETAILS OF ABUTMENT
WALL & DIRTWALL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
MASUMI ANDO (JICA Engineer)
PLAN OF BEARING OVER RIGHT ABUTMENT
2% slope
2% slope
PLAN OF BEARING OVER LEFT ABUTMENT
2% slope
2% slope
SHEET CONTENTS : DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
PLAN OF BEARING ONABUTMENTS
GZ-BP-20
SHEET CONTENTS :
SCALE:SCALE:
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)APPROVED
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
DETAIL B-B
SCALE 1:50
Plan Plan
Front elevation
Side elevation
SEISMIC ARRESTER BLOCK DETAILS
(SCALE 1:25)
Front elevation
Side elevation
Anchor bar
2 nos of 25Ø
Anchor bar - 2 Nos.
SEISMIC ARRESTER SECTION
CROSS GIRDER
SHEET CONTENTS : DRAWING NO.
SCALE:
(as Sheet A3 size)
AS SHOWN
SEISMIC ARRESTER BLOCKDETAILS
GZ-SAB-21
REFER TABLE 6 IN DRAWING NO. GZ-LABT-20 FOR REINFORCEMENT SCHEDULE
SHEET CONTENTS :
SCALE:SCALE:
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY) SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
JANGCHUK YESHI (Chief Engineer)APPROVED
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
REINF. SCHEDULE OFLEFT ABUTMENT
GZ-ABT-22 SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
Bottom bar in longitudinal directionc
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
Bottom bar in transverse direction
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
- do -
cBottom bar in longitudinal direction
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-23 SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
Top bar in transverse direction
Top bar in longitudinal direction
Top bar in transverse direction
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
REINF. SCHEDULE OFLEFT ABUTMENT
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-24 SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
a
b
c
a
b
c
a
b
c
a
b
c
ab
c
a
b
c
Abutment 50 50 380000 001 599.64
Top bar in transverse direction
Top bar in transverse direction
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
REINF. SCHEDULE OFLEFT ABUTMENT
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-25 MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
1
2
3
4
6
T25
T20
T20
T16
T12
10427 2 29 58 604766 21 500 9802 250 Std - 90 deg 2330.16 Vertical bar at backside of return wallStd - 90 deg
Std - 90 deg Std - 90 deg
Std - 90 deg Std - 90 deg
Std - 90 deg Std - 90 deg
Std - 90 deg Std - 90 deg
10272 2 29 58 21 1469.18 Vertical bar at valley side of return wall
5654 1 51 51 288354 21 320 5184 250 Std - 90 deg 711.08 Horizontal bar at backside of return wall(upto the hunch portion)Std - 90 deg
5604 51 51 21 450.10
560 18 36 20168 21 120 400 120 Std - 90 deg 31.81 Spacer for Return WallStd - 90 deg
250 5184 250 Horizontal bar at valley side of return wall(upto the hunch portion)
ab
ab
285804
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
a
a320 9802 250
1
2
5 T16 2543 1 51 51 129693 99 240 2143 240 204.66 Hauch Reinforcement in upper stream sideof return walla
592296
ab
7 T16 Std - 90 deg Std - 90 deg4896 10 10 21 Std - 90 deg 77.25Std - 90 deg256 4464 256 Horizontal bar at back side of return wall489601 ab
8 T16 Std - 90 deg Std - 90 deg10 10 21 Std - 90 deg Std - 90 deg Horizontal bar at valley side of return wall1 ab
256 4464 256 77.254896 48960
a
a
b
c
a
b
c
a
b
c
a
b
ca
b
ca b c
ba c
a b c
a b c
a b c
Top cover bar in dirt wall
Side face bar in dirtwall
REINF. SCHEDULE OFLEFT ABUTMENT &
RETURN WALL
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
GZ-ABT-26 MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
9 T16 1642 1 10 10 16420 99 240 1242 240 25.91 Hauch Reinforcement in retunwall onupstream sidea
03s T20 Std - 90 deg Std - 90 deg5806 1 51 51 296106 21 320 5336 250 Std - 90 deg 730.20 Horizontal bar at backside of skew face ofreturn wall (upto the hunch portion)Std - 90 dega
b
04s T20 Std - 90 deg Std - 90 deg5806 1 51 51 21 320 5336 250 Std - 90 degHorizontal bar at backside of return wall ondownstream side(upto the hunch portion)Std - 90 dega
b
RETURN WALL 05s T16 2807 1 51 51 143157 99 240 2405 240 225.90 Hauch Reinforcement in return wall ondownstream sidea
07s
08s
09s
T16 Std - 90 deg Std - 90 deg5026 10 10 21 Std - 90 deg 79.31Std - 90 deg Horizontal bar at back side of return wallon downstream side
502601 ab
Std - 90 deg Std - 90 degStd - 90 deg Std - 90 deg Horizontal bar at valley side of return wallon downstream side79.31
4594256 256
T16
T16
4978 10 10 21497801 ab
4594256 256
1845 1 10 10 18450 99 240 1445 240 29.11 Hauch Reinforcement in retunwall onupstream sidea
TOTAL WEIGHT: 7251.43
296106 730.20
1
2
3
T16
T16
T16
1988 3 5 15 29820 21 784 500 784 47.06 Vertical reinforcement
Std - 90 deg Std - 90 deg
ab
2296 3 4 12 27552 21 768 900 768 44.62
3120 3 2 6 18720 51 900 500 160 29.54
121.22
160
Std - 90 deg Std - 90 deg
Vertical reinforcement
Seismic arrester's stirrup
ab
abd
c
TOTAL:
REINF. SCHEDULE OFLEFT RETURN WALL &SEISMIC ARRESTOR
BLOCK
MASUMI ANDO (JICA Engineer)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
REINF. SCHEDULE FOR RAILPOST & ANCHOR BAR
GZ-ABT-27 MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
T25
T25
T25
1200 3 2 6 7200 21 1200 27.74 Vertical Anchor Bar
3 2 21 1200
3 2 6 51 1200
83.22
None None
TOTAL:
1
2
3
1200
1200
a
a
a
6 None None
None None
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015
Vertical Anchor Bar
Vertical Anchor Bar
7200
7200
27.74
27.74
T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR
INDICATES BAR CUT POINT
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASUREMENTS. DISCREPANCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.
MASUMI ANDO (JICA Engineer)
U
RIGHT ABUTMENT
U
v
v
W
W
RRM WALL
SECTION V-V
SECTION W-W
RIGHT ABUTMENT
RRM WALL
SECTION U-U
NOTES
PRECAST BEAM OF SIZE 200X200, WITH MIX 1:3:6, 20mm AGG. SIZE SHALL BE USED AS BOND STONES
SELECTED FILTER MATERIAL OF 400mm THICK WITH SIZE 100-200mm SHALL BE USED
PLASTER SHALL BE 20mm WITH CEMENT MIX 1:4
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
SECTIONOF WINGWALLS ON
RIGHT BANK
GZ-WW-28 MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
LEFT ABUTMENT
RRM WALL
VIEW R-R
NOTES
PRECAST BEAM OF SIZE 200X200, WITH MIX 1:3:6, 20mm AGG. SIZE SHALL BE USED AS BOND STONES
SELECTED FILTER MATERIAL OF 400mm THICK WITH SIZE 100-200mm SHALL BE USED
PLASTER SHALL BE 20mm WITH CEMENT MIX 1:4
THE LENGTH OF THE WING WALL MAY VARY AT SITE.
R
R
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
1:70
DESIGN
DRAWN
CHECKED
APPROVED
TYPICAL SECTIONOF WINGWALL ON LEFT
BANK
GZ-WW-29 MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)
TYPICAL SECTION OF PAVEMENT
SCALE 1:30
1.5% Slope 1.5% Slope
SS
PLAN (TOP VIEW) OF COLLECTION CHAMBER (SCALE 1:15)
SECTION "S - S"SCALE 1:15
Cover tocollection chamber
RRM in CM 1:4
PCC for levelling
Area to rest cover
RRM in CM 1:4
10cm thick PCC
CROSS SECTION OF U-SHAPEDDRAIN FROM COLLECTION CHAMBERSCALE 1:15
Road Level
RRM in CM 1:4
15cm thick PCC
CROSS SECTION OF L-SHAPEDDRAIN OF APPROACH ROADSCALE 1:15
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Design DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
NAME & SIGNATURE
(as Sheet A3 size)
AS SHOWN
DESIGN
DRAWN
CHECKED
APPROVED
TYPICAL SECTIONOF PAVEMENT
&DETAILS OF DRAIN
GZ-WW-30 MASUMI ANDO (Sr. Volunteer, JICA)
SONAM LHAMO (Engineer)
MASUMI ANDO (Sr. Volunteer, JICA)
FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)
JANGCHUK YESHI (Chief Engineer)
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway
MARCH 2015 MASUMI ANDO (JICA Engineer)