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GENERAL NOTES FOR ABUTMENT CONSTRUCTION
A. GENERAL
1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWING PERTAINING TO THE BRIDGE.
2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS IN MILLIMETER (mm) AND ALL LEVELS ARE IN METER (m). DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSION ARE TO BE FOLLOWED.
3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS, COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. INCASE OF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO NOTICE OF THE ENGINEER.
4. ABUTMENTS OF THE BRIDGE IS DESIGNED AS PER IRC - 21 & IS 456 USING MIDAS CIVIL.
B. CONCRETEUNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTEDBY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER THE RELATED SECTIONOF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:
APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN (28 DAYS) IN MPa
REINFORCED CONCRETE (RCC)FOOTING SLAB, ABUTMENT AND M35RETURN WALL
PLAIN CEMENT CONCRETE (PCC)FOR LEVELING. M15
C. REINFORCEMENT
1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy 500 MPa).
2. SCHEDULLING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.
3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO AASHTO/2007. IF 50% OF REINFORCEMENT IS TO BE SPLICED PROVIDE CLASS B AND FOR 100% SPLICING PROVIDE CLASS C AS SHOWN BELOW:
BAR DIA mm
10 300412127321692618114420138422178725224728292732
4. CLEAR CONCRETE COVER TO REINFORCEMENT FOR ABUTMENT IS 50mm. UNLESS OTHERWISE SPECIFIED BY ENGINEER, THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.
5. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT OF CONCRETE AND DIMENSION AS PROVIDED IN DRAWINGS SHALL BE ONLY USED TO OBTAIN THE UNIFORMITY OF CLEAR COVER THROUGH OUT THE CONSTRUCTION.
D. WATERWATER TO BE USED IN THE CONCRETING AND CURING SHALL BEPORTABLE WATER.
E. SUPERVISIONCONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENTSUPERVISION ENGINEER.
374538957121114951809233729313828
DEV.LENGTH, mm
SPLICE LENGTH, mm
CLASS A CLASS B CLASS C3003175637138801064137417242252
2203175637138801064137417242252
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL NOTES FORABUTMENT CONSTRUCTION
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI( EE)
MZ-AGN-2034 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road
JANGCHUK YESHI (CE)
RINCHEN KHANDU (DY. EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
LEFT ABUTMENT DETAILS
Seismic arrester block
Height to be changed
as appropriate
Seismic arrester block
Bearing seat
Bearing seat
FRONT ELEVATION
View "R - R"SIDE ELEVATION
Weephole of 110mm dia HDEP pipe of slope 1:20
Filter material
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:60
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU(Dy.EE)
MZ-LABT-2134 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road LEFT ABUTMENT
DRAWINGS (1)TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
PLAN
PLANTHE SIZE OF BEARING PEDESTAL/ BEARING SEAT
WOULD CHANGE AS PER MANUFACTURER'S DESIGN
REQUIREMENTS.
NOTE:
Bearing seat
Seismic arrester block
Bearing seat
Bearing seat
Seismic arrester block
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:50
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LABT-2234 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road TSHERING WANGMO (JE)
KARMA WANGDI (EE)
LEFT ABUTMENTDRAWINGS (2)
M.N.LAMICHANEY (Specialist, BD)
August 2013
REINFORCEMNT DETAILS (View "R-R")
RR
REINFORCEMENT DETAILS
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:70
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LABT-2334 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road TSHERING WANGMO (JE)
KARMA WANGDI (EE)
LEFT ABUTMENTDRAWINGS (3)
M.N.LAMICHANEY (Specialist, BD)
August 2013
Hole diameter of
at least 36 mm
ROCK ANCHORAGE PLANFOOTING REINFORCEMENT PLAN
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
ROCK ANCHORAGE
1. THE DIAMETER OF ANCHORAGE HOLE SHOULD BE ATLEAST 32MM.
2. AFTER THE REINFORCEMENT IS PLACED IN THE HOLE AS PER THE DRAWING, THE HOLE SHOULD BE FILLED WITH CEMENT GROUTING.
3. DURING THE CUTTING OF ROCK, CONTROLLED BLASTING IS TO BE PRACTICE, WITHOUT DISTRUBING THE STABILITY OF THE ROCK.
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:50
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LABT-2434 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road TSHERING WANGMO (JE)
KARMA WANGDI (EE)
LEFT ABUTMENTDRAWINGS (4)
M.N.LAMICHANEY (Specialist, BD)
August 2013
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:50
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LRL-2534 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road LEFT ABUTMENT
REINFORCEMENTLIST
TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
SIDE ELEVATION
FRONT ELEVATION
View "R - R"
RR
Seismic arrester block Seismic arrester block
Bearing seat Bearing seat
Bearing seat
Height to be changed
as appropriate
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:40
DESIGN
M.N.LAMICHANEY (Specialist, BD)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RABT-2634 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHEI (CE)
RIGHT ABUTMENTDRAWINGS (1)
August 2013
REINFORCEMNT DETAILS (View "R-R")
REINFORCEMENT DETAILS
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:45
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RABT-2734 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
RIGHT ABUTMENTDRAWINGS (2)
M.N.LAMICHANEY (Specialist, BD)
August 2013
PLAN
PLAN
Seismic arrester block
Seismic arrester block
Bearing seat
Bearing seat
Bearing seat
THE SIZE OF BEARING PEDESTAL/ BEARING SEAT
WOULD CHANGE AS PER MANUFACTURER'S DESIGN
REQUIREMENTS.
NOTE:
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:45
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RABT-2834 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
RIGHT ABUTMENTDRAWINGS (3)
M.N.LAMICHANEY (Specialist, BD)
August 2013
ROCK ANCHORAGE PLAN FOOTING REINFORCEMENT PLAN
Hole diameter of
at least 36 mm
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
ROCK ANCHORAGE
1. THE DIAMETER OF ANCHORAGE HOLE SHOULD BE ATLEAST 32MM.
2. AFTER THE REINFORCEMENT IS PLACED IN THE HOLE AS PER THE DRAWING, THE HOLE SHOULD BE FILLED WITH CEMENT GROUTING.
3. DURING THE CUTTING OF ROCK, CONTROLLED BLASTING IS TO BE PRACTICE, WITHOUT DISTRUBING THE STABILITY OF THE ROCK.
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:50
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RABT-2934 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
RIGHT ABUTMENTDRAWINGS (4)
M.N.LAMICHANEY (Specialist, BD)
August 2013
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:50
DESIGN
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RRL-3034 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road RIGHT ABUTMENT
REINFORCEEMNT LISTRINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
PLAN
SIDE ELEVATION FRONT ELEVATION
SIDE REINF. DETAILS FRONT REINF. DETAILS
PLAN REINF. DETAILS
SEISMIC ARRESTER BLOCK DETAILS
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:12
DESIGN
DRAWN
CHECKED
APPROVED
MZ-SAB-3134 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road SEISMIC ARRESTRAL
BLOCK DETAILSM.N.LAMICHANEY (Specialist, BD)
KARMA WANGDI (EE)
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
August 2013
PLAN
SIDE ELEVATION FRONT ELEVATION
SIDE REINF. DETAILS FRONT REINF. DETAILSPLAN REINF. DETAILS
(heig
ht ma
y be
chan
ged a
s app
ropr
iate)
(heig
ht ma
y be
chan
ged a
s app
ropr
iate)
BEARING PEDESTAL DETAILS
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:12
DESIGN
DRAWN
CHECKED
APPROVED
MZ-BP-3234 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road BEARING PEDESTRAL
DETAILSM.N.LAMICHANEY (Specialist, BD)
KARMA WANGDI (EE)
RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
August 2013
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
11
22
LEFT APPROACH SLAB PLAN
RRM Wall
RRM Wall
Approach Slab
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:60
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LAS-3334 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road LEFT BANK
APPROACH SLABDETAILS (1)
TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
100 mm dia. Spring
25mm dia. rod
SECTION "2-2
Ï100
22Ï100 Spring Coil
100mm thick PCC M15
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:60
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LAS-3434 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road LEFT BANK
APPROACH SLABDETAILS (2)
TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
SECTION "1-1
33
VIEW "3-3
200mm thick of PCC M15
100mm thick of PCC M15100mm thick of PCC M15
100mm thick of PCC M10
RRM of CM 1:4
RRM of CM 1:4
100x100 mm weephole of 1:20 slope
BACKFILL SIDEVALLEY SIDE
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:60
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-LAS-3534 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road LEFT BANK
APPROACH SLABDETAILS (3)
TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
100 mm dia. Spring
25mm dia. rod
Hard Rock
RIGHT APPROACH SLAB PLAN
4
SECTION "4-4
Ï100
22Ï100 Spring Coil
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:60
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-RAS-3634 M SPAN STEEL
COMPOSITE BRIDGE(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road RIGHT BANK
APPROACH SLABDETAILS
TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DONOT SCALE THIS DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.
3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH MUST BE, fc = 35 MPa.
2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).
COVERINGCLEAR CONCRETE COVER TOREINFORCEMENT IS 50 mm
BAR MARK
40-01-T16-150-BOTTNOS. OF
BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION/REMARK
36X2=72-02-T12-200-BOTT
12X2=24-01-T12-150-BOTT
42X2=84-04-T12-200-TOP
12X2=24-03-T12-150-TOP
2x11X2=44-05-T16-1.5m -CHAIRS3x2X2=12-08-T16
9X2X2=36-06-T10-200
12X2=24-01-T12-150-BOTT 12X2=24-03-T12-150-TOP
36X2=72-02-T12-200-BOTT
42X2=84-04-T12-200-TOP
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan 1:40
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-ASRD-3734 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road APPROACH SLAB
REINFORCEMENTDETAILS
TSHERING WANGMO (JE)
KARMA WANGDI (EE)
M.N.LAMICHANEY (Specialist, BD)
August 2013
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DESIGN
DRAWN
CHECKED
APPROVED
RINCHEN KHANDU (Dy.EE)
MZ-ASRL-3834 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
MORONG ZAM On Gomphu -Panbang Road APPROACH SLAB
REINFORCEMENT LISTTSHERING WANGMO (JE)
KARMA WANGDI (EE)
ba C
ba C
ba C
ba C
ba C
ba C
ba C
b
a
c
d
e
a
b c
d
e
b
a
c
d
e
a
b c
d
e
M.N.LAMICHANEY (Specialist, BD)
August 2013
AUGUST 2013(FOR TENDERING ONLY)
COSTRUCTION OF 34 METER SPAN STEEL COMPOSITE
MORONG GANGCHU BRIDGE ON GOMPHU -PANBANG ROAD
GOMPHU SIDEPANBANG SIDE
DRAWING LIST
GENERAL PLAN
COVER PAGE
DRAWING NO.DESCRIPTION
LIST OF DRAWINGS
GENERAL NOTES
SL.NO.
01
02
03
04
05
06
07
08
09
10
11
12
13
MZ-DL-01
GENERAL ELEVATION
GENERAL ARRANGEMENT DRAWINGS
GENERAL ARRANGEMENT OF GIRDERS
SECTIONAL DETAILS OF SUPER-STRUCTURE (1 OF 3)
CROSS BRACING CONNECTION DETAILS
14 WEB SPLICE DETAILS
15 FLANGE SPLICE DETAILS
RAILING DETAILS
EXPANSION JOINT DETAILS
DRAINAGE SPOUT DETAILS
SECTIONAL DETAILS OF SUPER-STRUCTURE (2 OF 3)
SECTIONAL DETAILS OF SUPER-STRUCTURE (3 OF 3)
MZ-GN-02
MZ-GP-04
MZ-GE-05
MZ-GA-07
MZ-GA-08
MZ-SD-09
MZ-SD-10
MZ-SD-11
MZ-BC-12
MZ-WS-13
MZ-FS-14
MZ-RD-15
MZ-EJ-16
MZ-DS-17
DECK SLAB REINFORCEMENT SCHEDULE
DECK SLAB REINFORCEMENTS
DRAWING NO.DESCRIPTION
GENERAL NOTES FOR ABUTMENT CONSTRUCTION
SL.NO.
17
18
19
20
21
22
23
24
25
26
MZ-SL-19
LEFT ABUTMENT DRAWINGS (1)
SEISMIC ARRESTER BLOCK DETAILS
MZ-AGN-20
MZ-LABT-21
MZ-SL-18
LIST OF DRAWINGS
REBAR CODES & SHAPE DETAILS MZ-RC-03
27
16
GENERAL SECTION MZ-GS-06
28
LEFT ABUTMENT DRAWINGS (2)
LEFT ABUTMENT DRAWINGS (3)
LEFT ABUTMENT DRAWINGS (4)
LEFT ABUTMENT REINFORCEMENT LIST
MZ-LABT-22
MZ-LABT-23
MZ-LABT-24
MZ-LRL-25
RIGHT ABUTMENT DRAWINGS (1) MZ-RABT-26
RIGHT ABUTMENT DRAWINGS (2) MZ-RABT-27
RIGHT ABUTMENT DRAWINGS (3) MZ-RABT-28
RIGHT ABUTMENT DRAWINGS (4) MZ-RABT-29
LEFT ABUTMENT REINFORCEMENT LIST MZ-RRL-30
29
30
31
32
33
34
35
36
37
38
39
MZ-SAB-31
BEARING PEDESTAL DETAILS MZ-BP-32
LEFT BANK APPROACH SLAB DETAILS (1) MZ-LAS-33
LEFT BANK APPROACH SLAB DETAILS (2) MZ-LAS-34
LEFT BANK APPROACH SLAB DETAILS (3) MZ-LAS-35
RIGHT BANK APPROACH SLAB DETAILS MZ-RAS-36
APPROACH SLAB REINFORCEMENT DETAILS MZ-ASRD-37
APPROACH SLAB REINFORCEMENT LIST MZ-ASRL-38
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DRAWING LIST
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-DL-01August 201334 M SPAN STEEL
COMPOSITE BRIDGE(7.0 m carriageway width)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
WELDS
1. THE WELDING CONSUMABLES SHALL CONFORM TO IS:814 - 1991 AND OF STRENGTH REQUIREMENT APPROPRIATE FOR PREHEATED HT STEEL OR UNHEATED MILD STEEL.2. ALL FILLET WELDS ARE TO BE EXAMINED BY DYE PENETRATION TEST OR ANY EQUALLY EFFECTIVE NON-DESTRUCTIVE TEST METHOD.3. ALL WELDINGS TO BE CARRIED OUT BY CERTIFIED EXPERIENCED WELDERS AS PER APPROVED WELDING PROCEDURES.4. MEMBERS SHALL BE RIGIDLY SECURED IN JIGS AND FIXTURES WITH TEMPORARY BOLTS DURING WELDING TO AVOID DISTORTION.5. DURING WELDING, POSITION OF MEMBERS AND ASSEMBLY SHOULD BE SUCH THAT OVERHEAD WELDING SHALL BE AVOIDED/ MINIMISED.ABUTMENT REINFORCEMENT DETAILS (1 OF 2)
ABUTMENT REINFORCEMENT DETAILS (2 OF 2)
CONCRETE
CONCRETE SHALL BE OF DESIGN MIX AND SHALL HAVE MINIMUM 28 DAYSCHARACTERISTIC CUBE STRENGTH AS FOLLOWS:1. M35 - - FOR RCC DECK SLAB2. M35 - - FOR KERBS AND RAILING POSTS3. M35 - - FOR PEDESTALS AND SEISMIC ARRESTORS4. M35 - - FOR SUBSTRUCTURE5. M35 - - FOR APPROACH SLAB6. M15 - - FOR PCC LEVELING CONCRETE
GENERAL NOTES
1. ALL THE DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.2. DONOT SCALE THE DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING THE CONSTRUCTION.3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO BE REPORTED TO THE ENGINEER BEFORE EXECUTION.4. THE STRUCTURE IS DESIGNED TO CATER THE MAXIMUM OF: A) CLASS A LOADING - ONE, TWO B) CLASS 70R WHEELED5. ALL CONSTRUCTION SHALL CONFIRM TO CONTRACT SPECIFICATIONS.6. 500 MM THICK FILTER MATERIALS TO BE PROVIDED BEHIND ABUTMENT WALL AS PER APPENDIX 6 OF IRC:78 - 2000.7. EXPANSION JOINT - STRIP SEAL.8. BEARING TYPE - STEEL REINFORCED ELASTROMERIC BEARING.9. PRE-CAMBER OF 20 MM TO BE PROVIDED DURING FABRICATION AND ERECTION OF LONGITUDINAL GIRDERS.
STEEL1. STEEL PLATE GIRDERS: MILD STRENGTH STEEL GIRDERS (GRADE E 250 CONFORMING TO IS:2062).2. STIFFENERS AND BRACINGS: MILD STEEL CONFORMING TO IS: 2062.3. STUD SHEAR CONNECTORS: SHALL CONFORM TO IRC:22-2008; FY 385 MPA, MIN. ELONGATION 18% AND CHARACTERISTIC TENSILE STRENGTH OF 495 MPA.
FABRICATION AND ERECTION
1. FABRICATION WORKS TO BE CARRIED OUT AS PER APPROVED FABRICATION DRAWINGS AND AS PER IRC:24, IS: 816 AND IS:1024.2. ALL THE MEMBERS MEETING AT A JOINT SHALL BE CONNECTED AS PER DETAILS.3. ALL BRACING GUSSETS SHALL BE 12 MM THICK UNLESS SPECIFIED OTHERWISE.4. PAINTING OF STEEL STRUCTURE SHALL BE CARRIED OUT IN ACCORDANCE WITH MORTH SPECIFICATIONS FOR ROAD AND BRIDGES, REVISION IV.5. CROSS BRACING SHOULD BE PROVIDED SQUARE TO LONGITUDINAL GIRDERS.6. ALL OBTUSE ANGLE CUTTING SHOULD BE DONE IN PROPER SHAPE AND WITHOUT DAMAGE.7. OVERHANG MEMBERS SHOULD BE SUITABLY SUPPORTED TO AVOID DISTORTION DURING TRANSPORTATION.
CONSTRUCTION SEQUENCE
1. STEEL PLATE GIRDERS TO BE FABRICATED ON GROUND.2. ALL LONGITUDINAL GIRDERS TO ERECTED AT SITE.3. DIAPHRAGM GIRDERS AND CROSS BRACINGS TO BE FIXED.4. THE DECK SLAB TO BE CASTED ONLY AFTER ALL BRACING AND CONNECTION WORKS ARE COMPLETED.
BOLTS
1. WEB AND FLANGE SPLICE: 27Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).2. DIAPHRAGM GIRDER: 22Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).3. STIFFENER AND BRACING: 16Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).4. HSFG BOLTS - ACTING IN FRICTION SHALL CONFORM TO IS:4000 - 1992 - BEARING AND SHEAR AS PER IRC:24 - 2001, IS:1367 - 2002 - SLIP FACTORS (=0.3) FOR FAYING SURFACES CONFORMING TO IS:4000 - 1992
REINFORCEMENT1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH DEFORMED BARS (MIN fy 500 MPa).2. SCHEDULLING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.3. SPLICES SHALL BE STAGGERED AT LEAST 600 MM AND ALL SPLICES SHALL BE CLASS B SPLICES.4. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO AASHTO/2007 AS SHOWN BELOW FOR CLASS B SPLICES:
BAR DIA, mm LAP SPLICE, mm
10 300412127321692618114420138422178725224728292732
5. CLEAR CONCRETE COVER TO REINFORCEMENT SHALL BE: - 50 MM FOR ABUTMENT WALLS & - 30 MM FOR DECK AND APPROACH SLABS. UNLESS OTHERWISE SPECIFIED BY ENGINEER, THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.6. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT OF CONCRETE AND DIMENSION AS PROVIDED IN DRAWINGS SHALL BE ONLY USED TO OBTAIN THE UNIFORMITY OF CLEAR COVER THROUGH OUT THE CONSTRUCTION.
WATER
WATER TO BE USED IN THE CONCRETING AND CURING SHALL BEPORTABLE WATER.
SUPERVISION
CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENTSUPERVISION ENGINEER.
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL NOTES
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-GN-0234 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
DETAILED LENGTH HOOK LENGTHUNBEND HOOK LENGTH
OFFSET LENGTH
HOOK EXTENSION
BEND DIAMETER
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
HO
OK
LE
NG
TH
HO
OK
EX
TEN
.
12BNED + BAR
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
12 BEND + BAR
OFFSET LENGTH
HOOK EXTN.
HOOK LENGTH
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
12 BEND + BAR
HOOK EXTENSION
HOOK LENGTH
OFF
SE
T LE
NG
THB
AR
DIA
BA
R D
IAB
AR
DIA
BA
R D
IA
45Á HOOK
90Á HOOK
135Á HOOK
180Á HOOK
REBAR HOOK SPECIFICATION
SHAPE CODE
SHPAE
00
a
11
b
Total Length :a
a
Total Length :
r
a
bd
c51
Total Length :2(a+b)+16d
21
b
a c
Total Length :a+b+c-r-2d
1
(ART. 5.10 AASHTO LRFD 2007)
REBAR DESIGNATION DIA, mm
AREA, mm2
UNIT WT., kg/m REBAR TYPE
T10 10 79 0.617 IS : 1786 GRADE Fe 500T12 12 113 0.888
TIE/STIRRUPS OTHER 900 1350 900 1800
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 100T28 - 168 168 336 112T32 - 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 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500
STANDARD RE-BAR PROPERTIES
(UNIT WT. 0.00785 kg / mmĮ /m)
IS : 1786 GRADE Fe 500
STANDARD HOOK AND BEND REQUIREMENT
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 - İ r-d
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REBAR CODES&
SHAPE DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RC-0334 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
FLOWDIRECTON
Exis
ting S
usp
ensi
on b
ridge
PA
NB
AN
G S
IDE
Bypas
s ro
ad
Earth Embankment
Earth Embankment
R=8.9m
R=17.10m
R=13.0m
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERAL PLAN
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:400
MZ-GP-04DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
34 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
KARMA WANGDI (EE)
KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
finish terrain
STEEL GIRDER
HFL=94.180
LWL=91.180
RL = 101.459(PCC top)
RL = 104.221(Abutment top
Earth Embankment
Road Level=104.521
RL=99.259 (Footing top)
RL=98.459( PCC top)
RL=101.959 (Bearing level)RL = 101.959(Footing top
Road Level=104.521
RL = 104.221(Abutment top
existing terrain
finish terrain
existing terrain
GOMPHU SIDEPANBANG SIDE
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERALELEVATION
1:200
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-GE-0534 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
Fracture rock
STEEL GIRDER
HFL=94.180
LWL=91.180
RL = 101.459(PCC top)
RL = 104.221(Abutment top
Earth Embankment
Road Level=104.521
RL=99.259 (Footing top)
RL=98.459( PCC top)
RL=101.959 (Bearing level)RL = 101.959(Footing top
Road Level=104.521
RL = 104.221(Abutment top
GOMPHU SIDEPANBANG SIDE
SHEET CONTENTS : REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERALSECTION 1:150
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-SE-0634 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
CL of Bearing
CL
STEEL GIRDER
of Bearing
Elastromeric Bearing
web
pla
te 260 mm thk.
deck slab
50 mm average thk.
black topping
CA
RR
IAG
EW
AY
1.2
% S
lope
1.2
% S
lope
RAILINGSKERB
RAILINGS
KERB
LEFT BANK
RIGHT BANK
CL OF SYMM.
Bearing Pedestal
Elastromeric Bearing
Seismic Arrester
Seismic Arrester
CL OF DECK
Expansion Joint
Hard rock
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERALARRANGEMENT
DRAWING
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:150
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-GA-0734 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
CL OF SYMM.
Stiffener Stiffener
Bearing
StiffenerCross
Bracing
Cross
Bracing
Diaphragm
Girder
Shear STUD
@200 mm c/c
CL of Splice CL of Splice
Shear Tab
CL of Bearing CL of Bearing
CLof bearingCL of stiffener
CLof bracingCL of stiffener
CLof stiffenerCL of stiffener
CLof stiffenerCL of stiffener
CLof stiffenerCL of stiffener
CL of stiffenerCL of stiffener
CLof bracingCLof bracing
CL of bracingCLof bracing
CLof bracingCL of bracing
CL of bracingCLof bearing
Shear STUD
@200 mm c/c
Shear STUD
@200 mm c/c
260 mm thk.
Deck Slab
CL of SpliceCL of Splice
CL of Splice
CL of Splice
CL of SpliceCL of Splice
CL of Splice
CL of Splice
Jack Location
Jack Location
Jack Location
Shear Tab
Shear Tab
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
GENERALARRANGEMENT
OF GIRDERS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:100
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-GA-0834 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
L of deck/carriagewayC
Deck width
Carriageway width
50 mm average
thickness black top
1.2% slope 1.2% slope
Drainage Spout
L of JackC L of Jack
C L of JackC
Bearing
StiffenerShear tab Shear tab
Bearing
Stiffener
Plate Girder
L of BearingC L of Bearing
C L of BearingC L of Bearing
C
SECTION "A-A"
SECTION "B-B"
L of deck/carriagewayC
Deck width
Carriageway width
50 mm average
thickness black top
1.2% slope 1.2% slope
Drainage Spout
Stiffener
Stiffener
Plate Girder
260 mm thick deck slab 260 mm thick deck slab
ISA 100x100x8
ISA 100x100x8
ISA 100x100x8 ISA 100x100x8
ISA 100x100x8 ISA 100x100x8
ISA
90x
90x8
ISA
90x90x8
ISA
90x
90x8
ISA
90x90x8
ISA
90x
90x8
ISA
90x90x8
Detail "2"
Detail "3"
Detail "4"
Detail "5"
Detail "6"
SECTION "C-C"
L of deck/carriagewayC
Deck width
Carriageway width
50 mm average
thickness black top
1.2% slope 1.2% slope
Drainage Spout
Stiffener
Stiffener
Plate Girder
260 mm thick deck slab
Stiffener
Plate Girder
Detail "7"
SECTION "D-D"
L of deck/carriagewayC
Deck width
Carriageway width
50 mm average
thickness black top
1.2% slope 1.2% slope
260 mm thick approach slab
DIAPHRAGM
GIRDER
DIAPHRAGM
GIRDER
DIAPHRAGM
GIRDER
Detail "7"
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Bridge Division
Thimphu, Bhutan
SECTIONAL DETAILSOF
SUPER-STRUCTURE(1 OF 3)
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:50
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-SS-0934 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
SECTION "E-E"
SECTION "F-F"
of JackLC
SECTION "G-G"
HH
II
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Bridge Division
Thimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:15
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-SS-1034 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
SECTIONAL DETAILSOF
SUPER-STRUCTURE(2 OF 3)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
SECTION "H-H"(SCALE 1:15)
SECTION "I-I"(SCALE 1:15)
DETAIL "1"(SCALE 1:35)
Detail "1(a)"
Detail "1(b)"
DETAIL "1(b)"(SCALE 1:20)
DETAIL "1(a)"(SCALE 1:20)
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:15/20/35
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-SS-1134 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
SECTIONAL DETAILSOF
SUPER-STRUCTURE(3 OF 3)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
DETAIL "2"
DETAIL "3"
DETAIL "4"
DETAIL "5"
7 Nos. 17.5Ï Holes
for 16Ï Bolts
DETAIL "6"
7 Nos. 17.5Ï Holes
for 16Ï Bolts
12 Nos. 17.5Ï Holes
for 16Ï Bolts
7 Nos. 17.5Ï Holes
for 16Ï Bolts
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
CROSS BRACINGCONNECTION
DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:10
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-BC-1234 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
WEB SPLICE
J J
K K
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
WEB SPLICEDETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:10
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-WS-1334 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
TOP FLANGE SPLICE(VIEW "J-J")
BOTTOM FLANGE SPLICE(VIEW "K-K")
TOP PLATE
BOTTOM PLATES TOP PLATES
BOTTOM PLATE
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
FLANGE SPLICEDETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:10
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-FS-1434 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
260 mm thick
deck slab
50 mm average
thickness black top
Water drop profile
Drainage spout
(refer Dwg. No. DZL-DS-15)
RCC Post
(200x200)
75Ï GI Pipes
Construction joint
LL
RCC Post
(200x200)RCC Post
(200x200)
75Ï GI Pipes
260 mm thick deck slab50 mm average
thickness black top
DETAIL "7"SIDE ELEVATION VIEW "L-L"
DECK SLAB
Drainage spout75Ï GI Pipes
M M
PLANVIEW "M-M"
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Bridge Division
Thimphu, Bhutan
RAILING DETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:25
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-RD-1534 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
TYPICAL DETAIL OF EXPANSION JOINT(SCALE 1:3)
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Bridge Division
Thimphu, Bhutan
EXPANSION JOINTDETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:3
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-EJ-1634 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
O
O
NN
5mm thk GI plate
GI Grating/cover
VIEW "N - N" SECTION "O - O"
NOTE: i) All connections are welded connections ii) All welds as fillet welds a=4mm
iii) All steel parts should be hot dip galvanised
TOTAL NUMBER OF DRAINAGE SPOUTS REQUIRED = 16 NOS.
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DRAINAGE SPOUTDETAILS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:5
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
KARMA WANGDI (EE)
MZ-DS-1734 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)KARMA WANGDI (EE)
JANGCHUK YESHI (CE)
MORONG ZAM On Gomphu -Panbang Road
August 2013
2x2=04-11-T12
04-13-T10
06-12-T10-150
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DECK SLABREINFORCEMENTS
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
1:25/50/100
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
MZ-SL-1834 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)RINCHEN KHANDU (Dy. EE)
JANGCHUK YESHI (CE)
JANGCHUK YESHI (CE)MORONG ZAM On Gomphu -Panbang Road
August 2013
SHEET CONTENTS :
ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement
Department of Roads, Bridge DivisionThimphu, Bhutan
DECK SLABREINFORCEMENT
SCHEDULE
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS
DESIGN
M.N.LAMICHANEY (SPECIALIST)
DRAWN
CHECKED
APPROVED
MZ-SL-1934 M SPAN STEELCOMPOSITE BRIDGE
(7.0 m carriageway width)
JANGCHUK YESHI (CE)
JANGCHUK YESHI (CE)
RINCHEN KHANDU (Dy. EE)
MORONG ZAM On Gomphu -Panbang Road
August 2013