COUNTRY BRIDGE SOLUTIONS · 2016-10-31 · bridge no no of plans design drawing prepared checked no...
Transcript of COUNTRY BRIDGE SOLUTIONS · 2016-10-31 · bridge no no of plans design drawing prepared checked no...
COPYRIGHT ROADS AND MARITIME SERVICES 2015
TYPE 3 - 1 LANE - 8m SPAN
ISSUE
MODULAR BRIDGE DRAWINGS
No OF SHEETSSHEET No
ISSUE STATUS:
MB8SL01
LOCALITY PLAN
COUNTRY BRIDGE SOLUTIONS
BRIDGE SITE
40
JACKING OF BRIDGE DECK FOR BEARING REPLACEMENT
JACK TO ENSURE CONCRETE BEARING STRESS AT SLS DOES NOT EXCEED 18 MPa.
STEEL PLATES SHALL BE PLACED BETWEEN CONCRETE BEARING SURFACES AND
AT PIERS BOTH ENDS OF GIRDERS SHALL BE JACKED SIMULTANEOUSLY.
OCCURS AT EACH JACKING POINT AT ALL TIMES DURING THE JACKING OPERATION.
A CENTRAL MECHANISM TO ENSURE THAT THE SAME VERTICAL DISPLACEMENT
ALL JACKS AT ENDS OF GIRDERS SHALL BE HYDRAULICALLY LINKED AND HAVE
NO TRAFFIC LOAD IS PERMITTED ON THE BRIDGE DURING JACKING.
THE MAXIMUM LIFT DURING JACKING SHALL BE LIMITED TO 10mm.
MAXIMUM REQUIRED LOADS PER JACK ARE 40kN (SLS) AND 50kN (ULS).
FOR JACKING LOCATIONS REFER SHEET Nos 7, 14, 16, 18 AND 20.
JACKING PLATE (FOR INFORMATION ONLY) TO BE 120mm x 16PL x 120mm FOR 10 TONNES JACK
DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
REGISTRATION No OF PLANS
FACSIMILE (02) 8837-0055
PHONE (02) 8837-0811
PARRAMATTA NSW 2150
110 GEORGE STREET
BRIDGE ENGINEERING
PREPARED BY
COMPLYING WITH ISO/AS 9001 BY AN ACCREDITED CERTIFICATION BODY
DESIGNED AND PRODUCED UNDER A QUALITY SYSTEM CERTIFIED AS
W Ariyaratne
07.10.2016
DIFFERENTIAL SETTLEMENT: mm TOTAL BETWEEN BRIDGE SUPPORTS
DESIGN CATEGORY:
BRIDGE CLASSIFICATION:
SITE FACTOR (AS 1170-1993):
IMPORTANCE FACTOR:
DESIGN TRAFFIC SPEED:
ROAD TRAFFIC LOADING: SM1600
AS/RMS 5100.5 INTERIM - MAY 2015
BRIDGE No:
DESIGN FILE No:
DESIGN STANDARD: AS 5100 SET 2007 - BRIDGE DESIGN SET
NEW BRIDGE
FATIGUE LOADING:
WIND LOADING
ACCELERATION COEFFICIENT:
EARTHQUAKE LOADING
LOCALITY PLAN
NOTE:
BRIDGE SITE
NUMBER OF DESIGN LANES: 1
ROUTE FACTOR: 0.5
ACCOMPANYING LANE FACTORS: 1
NUMBER OF HEAVY VEHICLES PER LANE PER DAY: MAXIMUM 20
WATER FLOW DATA
ULSSLS
ARI
SCOUR DEPTH (m)
FLOOD LEVEL (m)
FLOW VELOCITY (m/s)
(iii) ABUTMENT B
(ii) PIER 1
(i) ABUTMENT A
BY THE DESIGNER.
DENOTES DESIGN DATA RELEVANT TO THE SPECIFIC SITE TO BE DETERMINED
DURABILITY INVESTIGATION REPORT No :
HYDRAULIC INVESTIGATION REPORT No :
GEOTECHNICAL INVESTIGATION REPORT No :
CBS OPERATION AND MAINTENANCE GUIDE
CBS CONSTRUCTION GUIDE
CBS DESIGN GUIDE
CBS SUITABILITY AND INVESTIGATION GUIDE
CBS OVERARCHING GUIDE
TRAFFIC BARRIER PERFORMANCE LEVEL: LOW
= m/sec at ULS
DESIGN SPEED = m/sec at SLS
DEPTH OF DEBRIS MATTRESS mm
BE ADJUSTED IN ACCORDANCE WITH AS 5100.
PERFORMANCE LEVEL IS REQUIRED FOR A SPECIFIC SITE, THE DESIGN SHALL
THE DESIGN BARRIER PERFORMANCE LEVEL IS LOW. IF ANY OTHER
CARRIAGEWAY WIDTH: 4200mm
MAXIMUM No OF VEHICLES PER DAY: 150
WITHOUT THE APPROVAL OF THE RMS PRINCIPAL ENGINEER BRIDGES.
ANY VARIATION TO THIS STANDARD DRAWING SHALL NOT BE USED
CONSTRUCTED IN ACCORDANCE WITH RMS QA CONSTRUCTION SPECIFICATIONS.
REFERENCE DOCUMENTS PARTICULARLY THE DESIGN GUIDE AND TO BE
THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ABOVE
REFERENCE DOCUMENTS:
+-
CBS MODULAR BRIDGE DESIGN REQUIREMENTS
OF PILES MEASURED AT CUT OFF LEVELS OF PILES OF 75mm.
2. THE SUBSTRUCTURES ARE DESIGNED FOR MAXIMUM OUT OF POSITION
· ANY REQUIRED EMBANKMENT/SCOUR PROTECTION.
· TEMPORARY SUPPORTS AND BRACINGS FOR ALL PRECAST ELEMENTS.
PERFORMANCE LEVEL THAN LOW.
IN THE PRECAST MODULES AND WINGWALLS FOR BARRIERS WITH HIGHER
· TRAFFIC BARRIER, RAILING, ATTACHMENTS, RESTRAINT BRACKET, REINFORCEMENTS
· THE PIER HEADSTOCK SUPPORTING UNEQUAL SPANS ON EACH SIDE.
WATER FLOW VELOCITY EXCEEDS 4m/s AND WHERE THE OVERTOPPING EXCEEDS 5m.
· RESTRAINT AND HOLDING DOWN BRACKETS FOR BRIDGES WHERE THE ULTIMATE
INTO HEADSTOCK AND SILL BEAM RECESSES.
· ANCHORAGE REINFORCEMENT FROM PILES, COLUMNS, FOOTINGS, WALLS AND PILE CAPS
· PILES, PILE CAPS, COLUMNS, WALL UNDER ABUTMENT SILL BEAM AND FOOTINGS.
EXPERIENCED IN BRIDGE DESIGN WITH A LEVEL OF EXPERIENCE DETERMINED BY THE COUNCIL:
WITH AS 5100 AND RMS REFERENCE DOCUMENTS BY SUITABLY QUALIFIED ENGINEERS
STANDARD DESIGN AND SHALL BE DESIGNED, VERIFIED AND CERTIFIED IN ACCORDANCE
1. THE FOLLOWING STRUCTURAL ELEMENTS ARE NOT COVERED IN THIS
SCHEDULE OF DRAWINGS AND LIST OF SPECIFICATIONS
SCHEDULE OF DRAWINGS
MB8SL02
No. SPECIFICATION TITTLE
B344
B312
B284
B281
B264
B241
B240
B220
B204
B153
B150
B115
B110
B80
B59
B58
B50
B30
SPRAYED BITUMENOUS WATERPROOFING MEMBRANES.
COLD APPLIED ELASTOMERIC JOINT SEALANTS.
INSTALLATION OF BRIDGE BEARINGS.
LAMINATED ELASTOMERIC BEARINGS.
ERECTION OF BARRIER RAILINGS AND MINOR COMPONENTS.
MANUFACTUREAND SUPPLY OF MINOR STEEL ITEMS.
SUPPLY OF BOLTS, NUTS, SCREWS AND WASHERS.
PROTECTIVE TREATMENT OF BRIDGE STEELWORK.
WELDING OF BRIDGES AND OTHER ROAD STRUCTURES.
ERECTION OF PRECAST CONCRETE MEMBERS (NOT PRETENSIONED).
ERECTION OF PRETENSIONED PRECAST CONCRETE MEMBERS.
PRECAST CONCRETE MEMBERS (NOT PRETENSIONED).
SUPPLY OF PRESTENSIONED PRECAST CONCRETE MEMBERS.
CONCRETE WORK FOR BRIDGES.
BORED CAST-IN-PLACE REINFORCED CONCRETE PILES (WITHOUT PERMANENT CASING).
BORED CAST-IN-PLACE REINFORCED CONCRETE PILES (WITH PERMANENT CASING).
DRIVEN REINFORCED CONCRETE PILES.
EXCAVATION AND BACKFILL FOR BRIDGEWORKS.
NUMBER
DRAWINGDRAWING TITLE
MB8SL68
MB8SL67
MB8SL66
MB8SL65
MB8SL64
MB8SL63
MB8SL62
MB8SL61
MB8SL60
MB8SL59
MB8SL58
MB8SL57
MB8SL56
MB8SL55
MB8SL54
MB8SL53
MB8SL52
MB8SL51
MB8SL50
MB8SL24
MB8SL23
MB8SL22
MB8SL21
MB8SL20
MB8SL19
MB8SL18
MB8SL17
MB8SL16
MB8SL15
MB8SL14
MB8SL13
MB8SL12
MB8SL11
MB8SL10
MB8SL09
MB8SL08
MB8SL07
MB8SL06
MB8SL05
MB8SL04
MB8SL03
MB8SL02
MB8SL01
SPECIFICATIONS
LIST OF RMS QA CONSTRUCTION
NOTE: SHEETS No MB8SL22, MB8SL25 TO MB8SL49, MB8SL54 AND MB8SL63 NOT USED
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
BAR SHAPES DIAGRAM
TRAFFIC BARRIER RAILING - SHEET D
TRAFFIC BARRIER RAILING - SHEET C
TRAFFIC BARRIER RAILING - SHEET B
TRAFFIC BARRIER RAILING - SHEET A
NOT USED
RESTRAINT AND HOLDING DOWN BRACKET - SHEET B
RESTRAINT AND HOLDING DOWN BRACKET - SHEET A
DECK ASSEMBLY - SHEET C
DECK ASSEMBLY - SHEET B
DECK ASSEMBLY - SHEET A
PRECAST MODULE REINFORCEMENT - SHEET C
PRECAST MODULE REINFORCEMENT - SHEET B
PRECAST MODULE REINFORCEMENT - SHEET A
NOT USED
PRECAST MODULE CONCRETE - SHEET B
PRECAST MODULE CONCRETE - SHEET A
BEARINGS - SHEET B
BEARINGS - SHEET A
PIER COLUMNS - REINFORCEMENT
PIER COLUMNS - CONCRETE
NOT USED
PIERS PRECAST HEADSTOCK - 4 PILES - REINFORCEMENT
PIERS PRECAST HEADSTOCK - 4 PILES - CONCRETE
PIERS PRECAST HEADSTOCK - 4 COLUMNS - REINFORCEMENT
PIERS PRECAST HEADSTOCK - 4 COLUMNS - CONCRETE
PIERS PRECAST HEADSTOCK - 3 COLUMNS - REINFORCEMENT
PIERS PRECAST HEADSTOCK - 3 COLUMNS - CONCRETE
PIERS PRECAST HEADSTOCK - 2 COLUMNS - REINFORCEMENT
PIERS PRECAST HEADSTOCK - 2 COLUMNS - CONCRETE
PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET C
PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET B
PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET A
PRECAST ABUTMENT SILL BEAM REINFORCEMENT
PRECAST ABUTMENT WINGWALL CONCRETE - SHEET B
PRECAST ABUTMENT WINGWALL CONCRETE - SHEET A
PRECAST ABUTMENT SILL BEAMS CONCRETE
GENERAL ARRANGEMENT - SHEET D
GENERAL ARRANGEMENT - SHEET C
GENERAL ARRANGEMENT - SHEET B
GENERAL ARRANGEMENT - SHEET A
SCHEDULE OF DRAWINGS AND LIST OF SPECIFICATIONS
COVER SHEET
MB8SL03
0 5m4321
1 0.5
SITE PLAN
GENERAL ARRANGEMENT - SHEET A
GENERAL NOTES
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
MULTIPLE EQUAL OF 8m SPANS ARE SIMILAR UNLESS SPECIFIED OTHERWISE
BRIDGE WITH 3/8m SPANS SHOWN. BRIDGES WITH 1/8m SPAN OR
DJ DENOTES DECK JOINT.
R DENOTES RESTRAINED BEARING.
REDUCED LEVELS ARE RELATED TO AN ASSUMED DATUM
CHAINAGES AND REDUCED LEVELS ARE IN METRES.
DIMENSIONS ARE IN MILLIMETRES.
SCALE OR AS SHOWN.
AND REINFORCED CONCRETE FOOTINGS/PILE CAPS AND PILES AT ABUTMENTS.
CIRCULAR COLUMNS ON REINFORCED CONCRETE FOOTINGS/PILE CAPS AND PILES AT PIERS
SUBSTRUCTURE - OPTION 1
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
1
4
1
4
RL
CH
RL
CH
BEARING
RL
CH
RL
CH
PLAN
1%
1%
1%
1%
1%
1%
1%
1%
AND CONTROL LINE
OF BRIDGE
TO BE ADDED TO SUIT BRIDGE LOCATION
SPILL THROUGH BATTER, CONTOURS, WATER FLOW DIRECTION AND NORTH DIRECTION
OVERALL LENGTH OF DECK = 24 620
SPAN 3
7 990
SPAN 2
8 000
SPAN 1
7 990
ALONG CONTROL LINE
EXISTING SURFACE LEVEL
ALONG CONTROL LINE
DESIGN SURFACE LEVEL
ALONG CONTROL LINE
CHAINAGE
DATUM RL
R RR RR R
DJ DJ DJ
CL
AB
UT
ME
NT
A
EN
DO
FD
EC
K
AB
UT
ME
NT
B
EN
DO
FD
EC
K
PIE
R1
PIE
R2
CL
CL
FROM TO
DESIGN GUIDE AND AS 5100 (TYP)
LEVEL TO SUIT RMS ROAD
THRIE BEAM OR HIGHER
(INDICATIVE)
SURFACE LEVEL
APPROX NATURAL
ELEVATION
295 25 25 295
DJ
TO
RMS SPECIFICATION B30 (TYP)
REQUIREMENTS OF
AS PER FIGURE B30/E.4 TO THE
ZONE AND ON 1% FALL
PLACED WITHIN 300mm DRAINAGE
TO RMS SPECIFICATION QA 3552.
100 SUBSOIL DRAINAGE PIPE
SUPERSTRUCTURE
END OF
SUPERSTRUCTURE
END OF
CL
REFER TO SUBSTRUCTURE - OPTION 1
SHOWN. FOR OTHER FOUNDATION TYPES
REINFORCED CONCRETE FOOTING
MB8SL04
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
GENERAL ARRANGEMENT - SHEET B
0
500 250
500 1 500mm1 000
GENERAL NOTES
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
DESIGNED BY BRIDGE ENGINEER TO SUIT SPECIFIC BRIDGE SITE.
DENOTES COLUMNS AND FOOTINGS OR PILE CAP AND PILES TO BE
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 3.
SCALE OR AS SHOWN
SECTION 1
3
4 200325
4 850
325
CONCRETE COLUMN
REINFORCED
800
1 6951 695
AND CONTROL LINE
OF BRIDGE
2 1002 100
CONCRETE HEADSTOCK
PRECAST REINFORCED
APPROX SURFACE LEVEL
STITCH POUR (TYP)
CAST-IN-SITU CONCRETE
SECTION 1
3
4 200325
4 850
325
CONCRETE COLUMN
REINFORCED
600
AND CONTROL LINE
OF BRIDGE
2 1002 100
CONCRETE HEADSTOCK
PRECAST REINFORCED
APPROX SURFACE LEVEL
STITCH POUR (TYP)
CAST-IN-SITU CONCRETE
1 1305655651 130
UPSTREAMDOWNSTREAM DOWNSTREAM UPSTREAM
2% 2%
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
SECTION 1
3
4 200325
4 850
325
CONCRETE COLUMN
REINFORCED
600
AND CONTROL LINE
OF BRIDGE
2 1002 100
CONCRETE HEADSTOCK
PRECAST REINFORCED
APPROX SURFACE LEVEL
STITCH POUR (TYP)
CAST-IN-SITU CONCRETE
DOWNSTREAM UPSTREAM
2%
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
1 6951 695
BRACKET(TYP)
HOLDING DOWN
RESTRAINT AND
BRACKET(TYP)
HOLDING DOWN
RESTRAINT AND
BRACKET(TYP)
HOLDING DOWN
RESTRAINT AND
FOOTING / PILE CAP
REINFORCED CONCRETE
CAST-IN-SITU
FOOTING / PILE CAP
REINFORCED CONCRETE
CAST-IN-SITU
FOOTING / PILE CAP
REINFORCED CONCRETE
CAST-IN-SITU
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH TWO CIRCULAR COLUMNS ON
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH FOUR CIRCULAR COLUMNS ON
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH THREE CIRCULAR COLUMNS ON
CONCRETE (TYP)
PRECAST MODULE
CONCRETE (TYP)
PRECAST MODULE
CONCRETE (TYP)
PRECAST MODULE
MB8SL05
0 5m4321
1 0.5
SITE PLAN
GENERAL ARRANGEMENT - SHEET C
GENERAL NOTES
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
MULTIPLE EQUAL 8m SPANS ARE SIMILAR UNLESS SPECIFIED OTHERWISE
BRIDGE WITH 3/8m SPANS SHOWN. BRIDGES WITH 1/8m SPAN OR
DJ DENOTES DECK JOINT.
R DENOTES RESTRAINED BEARING.
REDUCED LEVELS ARE RELATED TO AN ASSUMED DATUM
CHAINAGES AND REDUCED LEVELS ARE IN METRES.
DIMENSIONS ARE IN MILLIMETRES.
SCALE OR AS SHOWN.
PRECAST REINFORCED CONCRETE PILES AT PIERS AND ABUTMENTS
SUBSTRUCTURE - OPTION 2
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
2
6
2
6
RL
CH
RL
CH
BEARING
RL
CH
RL
CH
PLAN
1%
1%
1%
1%
AND CONTROL LINE
OF BRIDGE
TO BE ADDED TO SUIT BRIDGE LOCATION
SPILL THROUGH BATTER, CONTOURS, WATER FLOW DIRECTION AND NORTH DIRECTION
OVERALL LENGTH OF DECK = 24 620
SPAN 3
7 990
SPAN 2
8 000
SPAN 1
7 990
ALONG CONTROL LINE
EXISTING SURFACE LEVEL
ALONG CONTROL LINE
DESIGN SURFACE LEVEL
ALONG CONTROL LINE
CHAINAGE
DATUM RL
ELEVATION
CL
CL
PIE
R2
TOFROM
PIE
R1
R R
DJ
RR RR
CL
AB
UT
ME
NT
A
EN
DO
FD
EC
K
AB
UT
ME
NT
B
EN
DO
FD
EC
KCL
DJ DJ DJDESIGN GUIDE AND AS 5100 (TYP)
LEVEL TO SUIT RMS ROAD
THRIE BEAM OR HIGHER
(INDICTIVE)
SURFACE LEVEL
APPROX NATURAL
2952525295
RMS SPECIFICATION B30 (TYP)
REQUIREMENTS OF
AS PER FIGURE B30/E.4 TO THE
ZONE AND ON 1% FALL
PLACED WITHIN 300mm DRAINAGE
TO RMS SPECIFICATION QA 3552.
100 SUBSOIL DRAINAGE PIPE
SUPERSTRUCTURE
END OF SUPERSTRUCTURE
END OF
MB8SL06
GENERAL ARRANGEMENT - SHEET D
MB10SL06
0
500 250
500 1 500mm1 000
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 5.
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
DETAILED TO COMPLY WITH RMS STANDARD DRAWINGS.
QUALIFIED ENGINEER TO SUIT SPECIFIC BRIDGE SITE AND SHALL BE
REINFORCED CONCRETE PILES SHALL BE CARRIED OUT BY SUITABLY
DENOTES THE CONTRACT LEVEL AND THE DESIGN OF THE PRECAST
SCALE OR AS SHOWN
SECTION 2
5
4 200325
4 850
325
AND CONTROL LINE
OF BRIDGE
2 1002 100
CONCRETE HEADSTOCK
PRECAST REINFORCED
APPROX SURFACE LEVEL
STITCH POUR (TYP)
CAST-IN-SITU CONCRETE
CONCRETE PILES
PRECAST REINFORCED
450 x 450
CL
1 1305655651 130
UPSTREAMDOWNSTREAM
2%
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
BRACKET(TYP)
HOLDING DOWN
RESTRAINT AND
REINFORCED CONCRETE PILES
OPTION 2 WITH FOUR PRECAST
CONCRETE (TYP)
PRECAST MODULE
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 8.
DENOTES HOT DIP GALVANIZED IN ACCORDANCE WITH RMS SPECIFICATION B241.
SUPPORT METHOD.
UNDER VOIDS, AND WINGWALLS OR SUITABLE ALTERNATIVE TEMPORARY
DENOTES TYPICAL SUPPORT UNDER PRECAST SILL BEAM, EXCEPT FOR AREAS
DENOTES TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
1695
3390
VOID/PILE SPACING
3
2
No OF PILES/COLUMNS/ANCHORAGE GROUPS
2
8,9
2
8,9
3
8,9
3
8,9
STITCH POUR (TYP)
CAST-IN-SITU CONCRETE
UPSTREAMDOWNSTREAM
1 0751 075
A
-
4 900
2 1002 100350 350
2 4502 450
CONTROL LINE
OF BRIDGE AND
OF BRIDGE
(TYP)
LIFTING ANCHOR
90°TYP
OF BEARINGS
OF VOIDS
PLATE(TYP)
OF JACKING
B
-
105105
385
160
135
SEE SHEET No 51
FOR DETAILS
(TYP)
FORMED RECESS
80 x 70 DEEP
CEMENT MORTAR
15 NOM
SEE SHEET No 51
FOR DETAILS
(TYP)
FORMED RECESS
80 x 70 DEEP
(TYP)
CHAMFER
50 x 50
COMPACTED FILL
CONCRETE OVER
50 THICK MASS
75
(TYP)
REINFORCED CONCRETE PILES
OPTION 2 WITH PRECAST
OF BEARING
OF VOID
OF BEARING
OF VOID
(TYP)(TYP)(TYP)
FOOTING/PILE CAP AND PILES
REINFORCED CONCRETE
OPTION 1 - WITH CAST IN-SITU
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PRECAST ABUTMENT SILL BEAMS CONCRETE
1 500mm1 0005000
250500
GENERAL NOTES
BELOW:
VOIDS FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS SHOWN IN THE TABLE
ANCHORAGE GROUPS FROM FOOTING/WALL.
VOIDS ARE SHOWN FOR THE OPTIONS OF FOUR PILES/COLUMNS OR FOUR
SCALE OR AS SHOWN
1
-
1
-
150
LIFTING ANCHOR
CJ
DENOTES JACKING PLATE LOCATIONS
CH
END OF DECK
RL
RL
RL
RL
RL
RL
RL
PLAN
ELEVATION
SILL BEAM
ABUTMENT
PRECAST
1 130 565 1 130565
1 130 510 1 130510
280280280300
220
1000
980
540
280
900
WINGWALL (TYP)
PRECAST
OF BEARING (TYP)
250
2%
FOR SPACING
REFER GENERAL NOTES
STITCH POUR (TYP)
CAST-IN-SITU CONCRETE
550 x 550 VOID FOR
(TYP)
OF VOIDS
GROUP (TYP)
OF COUPLER
2%
230
ANGLE
PROTECTION
100 200 300 400 500mm0
100 50
DETAIL B
-
220
100 200 300 400 500mm0
100 50
DETAIL A
-
OF BEARING
GROUP (TYP)
OF COUPLER
4
-
4
-
EQUIVALENT (TYP)
APPROVED
AND N24 REBAR OR
COUPLER EL25S13
LENTON BOLT
SECTION 1
-
0
125250
250 500 750mm
A
60
SECTION 1
-
0
125250
250 500 750mm
A
60
CJ CJ
980
680300
220
680300
980
DETAIL
CHAMFER SEE
RECESS AND
DETAIL
CHAMFER SEE
RECESS AND
900
735
900
735
DECK SURFACE (TYP)
WITH B80 TO MATCH
SURFACE IN ACCORDANCE
TO HAVE BROOM FINISH
TOP OF CURTAIN WALL
SHEET No 9(TYP)
FOR DETAILS SEE
PROTECTION ANGLE.
50
50
175550255
230 230
220
MB8SL08
0
125250
250 500 750mm
3
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 7.
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
THE REQUIREMENTS OF RMS SPECIFICATION B24O.
ALL FASTENERS AND STAINLESS STEEL DOWELS SHALL CONFORM TO
SET SO THAT UNIFORM BEARING IS OBTAINED.
THE SILL BEAM SHALL BE PLACED IN POSITION BEFORE THE MORTAR HAS
LESS THAN 15mm THICK AFTER THE SILL BEAM IS PLACED IN POSITION.
THE MORTAR SHOULD BE SUFFICIENTLY STIFF TO PROVIDE A LAYER NO
EQUIVALENT.
NON-SHRINK HIGH STRENGTH GROUT CONBEXTRA HS OR APPROVED
SUCH AS PLACING THE HEADSTOCK ON SHIMS AND FILL GAP WITH
IN ACCORDANCE WITH AS 1597.2 OR APPROVED ALTERNATIVE METHOD
DENOTES LEVELING MORTAR PLACED, EXCEPT FOR AREA UNDER VOIDS,
THE LOCATIONS MAY VARY TO SUIT THIS DESIGN.
OF THE PRINCIPLE.
DESIGNED BY THE PRECAST ITEM MANUFACTURE TO THE SATISFACTION
LIFTING ANCHORS SHALL BE SWIFT LIFT OR APPROVED EQUIVALENT
AT NOT MORE THAN 600mm FROM EACH END.
AND WINGWALLS SHALL BE IN AN UPRIGHT POSITION AND SUPPORTED
DURING STORAGE, TRANSPORT AND HANDLING, PRECAST SILL BEAMS
MASSES BASED ON UNIT WEIGHT OF 2550kg/m .
MASS OF PRECAST 3.7m WINGWALL IS APPROXIMATELY 5.4 TONNES
MASS OF PRECAST 4.6m WINGWALL IS APPROXIMATELY 6.3 TONNES
MASS OF PRECAST SILL BEAM IS APPROXIMATELY 11.0 TONNES.
MEMBERS.
2 WEEKS PRIOR TO THE COMMENCEMENT OF ANY WORK ON THESE
AND WING WALL SHALL BE AS SUBMITTED TO THE PRINCIPAL MINIMUM
THE PROPOSED METHOD OF MANUFACTURE OF PRECAST SILL BEAM
ACCORDANCE WITH RMS SPECIFICATION B80.
ROUGHENED DURING MANUFACTURE AS CONSTRUCTION JOINT IN
BE IN CONTACT WITH CONCRETE IN STITCH POUR SHALL BE
ALL SURFACES OF VOIDS IN PRECAST SILL BEAM AND IN WING WALL TO
FILLETED 20x20 UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES
BE 40 MPa.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
PRECAST ABUTMENT WINGWALL CONCRETE - SHEET A
200
4 600
100
1 000
300
4252 500
87
313
600
100
500
325
25
250250
VIEW 4
-
(TYP)
60
(TYP)
60
11.51
2 REQUIRED OPPOSITE HAND
2 REQUIRED AS SHOWN
4.6m PRECAST WINGWALL
CURTAIN WALL
ABUTMENT
PREACAST WING WALL
BOLT GROUP
STITCH POUR
VIEW 7
-
2%
(2
%)
SHOWN
SHOWN IN BRACKETS
SIMILAR EXCEPT WHERE
VIEW 2
7
4
-
4
-
VIEW 3
7
2 500 1 425 2 5001 425
980
0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
7
-
7
-
980
TRAFFIC BARRIER NOT SHOWN
TRAFFIC BARRIER NOT SHOWN
OF BEARING
RL
RL RL
OF BEARING
5
-
5
-
8
-
8
-
9
-
9
-
6
-
6
- RL
RL
RL
RL
RL
RL
RL
680 300 4 6006803004 600
1635
1635
100 200 300 400 500mm0
100 50
25
90 120 115
SECTION 6
-
100 200 300 400 500mm0
100 50
25
90 120 115
5
5
VARIES
VARIES
2%
150
600
150
325
325
85
25
90 120 115
5
VARIES
2%150
325
SECTION 9
-
100 200 300 400 500mm0
100 50
25
90 120 115
5
VARIES
150
600
325
SECTION 8
-
100 200 300 400 500mm0
100 50
(TYP)
(TYP)
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT .
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT .
(TYP)
FOR GROUTING DETAILS SEE SHEET No 59
ERECTION OF RAILINGS .
SHALL BE FILLED WITH GROUT AFTER
60 x 60 x 20 DEEP FORMED RECESS
(T
YP)
2% 2%
VIEW 5
-
7/1
0/2
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FO
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NO
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
16
-
16
-
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11:2
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THIS
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FO
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EO
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NO
MIN
AT
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PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PRECAST ABUTMENT WINGWALL CONCRETE - SHEET B
0
125250
250 500 750mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEETS No 7 AND 8.
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
1.5mm UNLESS NOTED OTHERWISE.
EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS OF
AFTER FABRICATION.
PROTECTION ANGLE ASSEMBLIES SHALL BE HOT-DIP GALVANISED
WELDING SYMBOLS COMPLY WITH AS 1101.3.
THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1.
STEEL DOWELS SHALL CONFORM TO AS/NZS 4671-R250N.
STEEL SECTIONS SHALL CONFORM TO AS/NZS 3679.1-300.
SCALE OR AS SHOWN
3 700
100
1 000
300
425
87
313
600
100
500
325
25
250250
(TYP)
60
(TYP)
60
3.7m PRECAST WINGWALL
2 REQUIRED OPPOSITE HAND
2 REQUIRED AS SHOWN
11.51
278
PREACAST WING WALL
STITCH POUR
CURTAIN WALL
ABUTMENT
2 000
BOLT GROUP
2%
(2
%)
VIEW 10
-
VIEW 11
-
SHOWN
SHOWN IN BRACKETS
SIMILAR EXCEPT WHERE
ABUTMENT SILL BEAM CROSS FALL
CROSS FALL AT THE TOP OF THE WINGWALL TO MATCH THE
NOTE:
VIEW 2
7
VIEW 3
7
2 000 1 425 2 0001 425
980
0 200 400 600 800
200 100
1 000mm 0 200 400 600 800
200 100
1 000mm
980
10
-
10
-
11
-
11
-
TRAFFIC BARRIER NOT SHOWNTRAFFIC BARRIER NOT SHOWN
6803003 700
1635
RL
680 300 3 700
RL
RL
1635
RL RL
RL
RL
OF BEARINGOF BEARING
12
-
12
-
14
-
14
-
13
-
13
-
15
-
15
-
RL
RL RL
SECTION 13
-
100 200 300 400 500mm0
100 50
25
90 120 115
100 200 300 400 500mm0
100 50
90 120 115
5
5
VARIES
25
325
150
600
325
150
VARIES
85
2%
25
90 120 115
5
VARIES
2%
150
325
SECTION 14
-
100 200 300 400 500mm0
100 50
(TYP)
(TYP)
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT .
(TYP)
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT .
25
90 120 115
5
325
150
600
VARIES
85
100 200 300 400 500mm0
100 50
SECTION 15
-
SHEET No 59
FOR GROUTING DETAILS SEE
ERECTION OF RAILINGS .
SHALL BE FILLED WITH GROUT AFTER
60 x 60 x 20 DEEP FORMED RECESS
(T
YP)
2%
2%
VIEW 12
-
0 100 200 300mm
100 50
60
0 100 200 300mm
100 50
SECTION 16
-
90
905
0
50
25
ROUNDED TO R10
2 REQUIRED
ATTACHMENT HOLES
16 FORMWORK
SHEAR CONNECTORS
STUD WELDED
16 x 150 LONG
90 x 90 x 10 ANGLE x 3 690 LONG
340SPACING OF STUDS: 10 SPACES AT 300 = 3 000350
190SPACING OF STUDS: 11 SPACES AT 300 = 3 300200
50
190SPACING OF 10 HOLES: 6 SPACES AT 550 = 3 300200
50SPACING OF 16 HOLES: 2 AT 1 790 = 3 580
10 AIR HOLE
PROTECTION ANGLE ASSEMBLY
ELEVATION
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PRECAST ABUTMENT SILL BEAM REINFORCEMENT
0 200 400 600 800
200 100
1 000mm
880
b) OTHER BARS:
650
690530
1190
N32N28N24
430
510
N36
1740
1870 2760CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
1440
GENERAL NOTES
N12
910
N20N16BAR SIZE:
UNLESS OTHERWISE SPECIFIED, THE LAP LENGTH SHALL BE AS FOLLOWS:
BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL
SCALE OR AS SHOWN.
1520
1170
TO SUIT SUBSTRUCTURE DESIGN.
SHALL BE DETERMINED BY THE DESIGNER
DEVELOPMENT LENGTH OF THESE BARS
ARE INDICATIVE ONLY. THE NUMBER AND
REINFORCING BARS INTO SILL BEAM
DENOTES TYPICAL PROTRUDING
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL25S13 AND N24 REBAR TO BE THREADED
DENOTES NUMBER OF BARS TO BE ADJUSTED TO SUIT THE NUMBER OF VOIDS.
OTHERWISE.
REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED
REINFORCEMENT FOR OPTION 1 WITH FOUR PILES/COLUMNS IS SHOWN.
COUPLERS, DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.
SECTION 5
-
SECTION 4
-
VIEW 3
-
4
-
4
-
5
-
5
-
VIEW 6
-
950 520
700
150
150
950
SHOWN
BUT OPPOSITE HAND
SIMILAR
S13 5-N16-V-150 NF
S14 5-N20-V-150 FF
S12 6-N20-V-150 FF
S11 6-N16-S-150 NF
CONCRETE WINGWALL
PRECAST
CONCRETE WINGWALL
PRECAST
CONCRETE WINGWALL
PRECAST
S6 4-N16-DZ-150
S5 3-N16-HH-150
S4 3-N16-HT-150115 115 115 115 115115 115115
AS SHOWN IN SECTION
S2 4-N20-S-EF SPACED S3 4-N16-V-200 EF
CJ
ELEVATION
S5
S4 AND S6
S7
S1
S3 S2
1
-AS SHOWN IN SECTION
S1 5-N24-S FF SPACED
S1 6-N24-S NF AND
PLAN
1
-
1
-
2
-
2
-
6
-
6
-
3
-
3
-
650
S11
S12
S14
S13
30
CO
VE
R
S15 2-N24-LL
S1
S15
S15
S5 4-N16-HH-150
S4 4-N16-HT-150
S5 4-N16-HH-150
S4 4-N16-HT-150
S5 3-N16-HH-150
S4 3-N16-HT-150
S5 4-N16-HH-150
S4 4-N16-HT-150
S6 4-N16-DZ-150
S6 4-N16-DZ-150
S6 4-N16-DZ-150
S5
S4 AND S5
S4 AND
S5
S4 ANDS6 S6S6
LAPPED WITH S2
S7 4-N16-LL
LAPPED WITH S2
S7 4-N16-LL
S7
WITH S3 BARS
S8 4-N16-LL LAPPED
WITH S3 BARS
S8 4-N16-LL LAPPED
S9 33-N16-LL-150
S9
S15 2-N24-LL
No 11 AND 12
REFER TO SHEETS
REINFORCEMENT
PRECAST WINGWALL
No 11 AND 12
REFER TO SHEETS
REINFORCEMENT
PRECAST WINGWALL
115
S10 S10
WITH S1 BARS
S10 5-N16-E LAPPED
S4 AND S5
WITH S1 BARS
S10 5-N16-E LAPPED
1 REQUIRED FOR ABUTMENT B
1 REQUIRED FOR ABUTMENT A
1
-
No 11 AND 12
REFER TO SHEETS
REINFORCEMENT
PRECAST WINGWALL
83
438
162
162
162
83
438
162
(TYP)
1 270210
(TYP)
SECTION 1
-
SECTION 2
-
100 200 300 400 500mm0
100 50
100 200 300 400 500mm0
100 50
510
180180
480
100290120
130
TY
P
270
FR
OM
TO
PO
FPIL
E/C
OL
UM
N
PR
OT
RU
DIN
GR
EIN
FO
RC
EM
EN
T
75 COVER 75 COVER40 COVER
3E
QU
AL
SP
AC
ES
3E
QU
AL
SP
AC
ES
S1
S2
S1S1
S1
CJ CJ
S3 S3
750
S6
S4
S5
S9 S9
4S
PA
CE
SA
T150
S2
160 385
S15
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OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0
125250
250 500 750mm
PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET A
b) OTHER BARS:
650 880
690530430
N28N24 N32
510
N36
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
N20
GENERAL NOTES
N12 N16BAR SIZE:
UNLESS OTHERWISE SPECIFIED, THE LAP LENGTH SHALL BE AS FOLLOWS:
SURFACE SHALL BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
SCALE OR AS SHOWN.
1190
910
1520
1170
1870
1440
2760
1740
CLEAR DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO
DENOTES STITCH POUR REINFORCEMENT
DENOTES VARIABLE LENGTH BAR.
ABOVE.
THE DEVELOPMENT LENGTHS SHALL BE 80% OF THE VALUE TABULATED
2
-
2
-
SECTION 2
-
SECTION 1
-
120
3
13
3
13
4
13
4
13
5
13
5
13
1
-
1
-
3
13
6
13
4
13
4
13
6
13
200
40
GA
P
40
GA
P
115
4.6m PRECAST WINGWALL
W2
W2
W12
W12
ELEVATION
AS SHOWN IN SECTION
W7 2-N16-A SPACED
1 BUNDLE
REFER TO SHEET No 10
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
W14 1-N12-LL
W13 1-N16-LL
1 BUNDLES
AS SHOWN IN SECTION
W17 3-N16-L SPACED
W16 3-N16-G AND
W1 1-N12-LL-200
W11 1-N16-LL-200
18 BUNDLES
AS SHOWN IN SECTION
W18 2-N16-A SPACED
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
INTO STICH POUR
W8 PROTRUDING
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
W5 11-N16-A-150
W4 11-N16-S-150 FF
W3 11-N16-S-150 NF
W8 11-N20-S-150 FF
AS SHOWN IN SECTION
W19 3-N16-VL SPACED
AS SHOWN IN SECTION
W7 2-N16-A SPACED
1 BUNDLE
W6 1-N16-LL-200
W12 1-N16-LL-200
5 BUNDLES
W2 5-N16-S-200 EF
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
REFER TO SHEET No 10
INTO PRECAST SILL BEAM
BARS EMBEDED
W4W15
W5
W3
215
950 950
950950
W8
W4
W3
W5
REFER TO SHEET No 10
INTO PRECAST SILL BEAM
BARS EMBEDED
AS SHOWN IN SECTION
W18 2-N16-A SPACED
W15 3-N16-SH-150
6
13
W13
W13
6
13
6
13
W16 AND W17
W11
W18
W11
MB8SL12
7/1
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016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
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B1000_
MO
DU
LA
RB
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GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
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AWIN
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MW
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11:2
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2A
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CAD No 8MWB_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
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ALL
ON
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US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0
125250
250 500 750mm
PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET B
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 11.
DENOTES STITCH POUR REINFORCEMENT
SCALE OR AS SHOWN
8
-
8
-
SECTION 8
-
SECTION 7
-
120
3
13
3
13
4
13
4
13
5
13
5
13
7
-
7
-
215
3
13
6
13
4
13
4
13
6
13
40
GA
P
40
GA
P
115
200
3.7m PRECAST WINGWALL
W2
W2
W12
W12
W13
ELEVATION
AS SHOWN IN SECTION
W17 3-N16-L SPACED
W16 3-N16-G AND
W1 1-N12-LL-200
W11 1-N16-LL-200
13 BUNDLES
REFER TO SHEET No 10
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
AS SHOWN IN SECTION
W18 2-N16-A SPACED
W14 1-N12-LL
W13 1-N16-LL
1 BUNDLES
AS SHOWN IN SECTION
W7 2-N16-A SPACED
1 BUNDLE
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
INTO STICH POUR
W8 PROTRUDING
W4 11-N16-S-150 FF
W3 11-N16-S-150 NF
AS SHOWN IN SECTION
W18 2-N16-A SPACEDAS SHOWN IN SECTION
W19 3-N16-VL SPACED
AS SHOWN IN SECTION
W7 2-N16-A SPACED
1 BUNDLE
W6 1-N16-LL-200
W12 1-N16-LL-200
5 BUNDLES
W2 5-N16-S-200 EF
950
W15
W4
W3
950
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
950950
W8
W4
W5
W3
W15 3-N16-SH-150
6
13
W8 11-N20-S-150 FF
REFER TO SHEET No 10
INTO PRECAST SILL BEAM
BARS EMBEDED
REFER TO SHEET No 10
INTO PRECAST SILL BEAM
BARS EMBEDED
W13
W5 7-N16-A-150
6
13
6
13
W16 AND W17
W11
W11
W18
MB8SL13
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
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B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
MW
C_S
L_T3.d
gn
11:2
3:0
3A
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CAD No 8MWC_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
100 200 300 400 500mm0
100 50
PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET C
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 11.
SCALE OR AS SHOWN
SECTION 3
11,12
SECTION 4
11,12
SECTION 5
11,12
SECTION 6
11,12
W7 W7
W7
W16
CJ CJ
W18
FROM PRECAST SILL BEAM TYP
REINFORCEMENT PROJECTED
W19W16
W6
W12
W15
W18
W2
W2
W17
W11
W4 W3 W4
W11
W3
W1W1
W8
W4
530
W3
90°TYP
MB8SL14
PIERS PRECAST HEADSTOCK - 2 COLUMNS - CONCRETE
3
0 200 400 600 800
200 100
1 000mm
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH TWO CIRCULAR COLUMNS ON
SPECIFICATION B240.
DENOTES DOWELS TO CONFORM TO THE REQUIREMENTS OF RMS
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
THE LOCATIONS MAY VARY TO SUIT THIS DESIGN.
OF THE PRINCIPLE.
DESIGNED BY THE PRECAST ITEM MANUFACTURE TO THE SATISFACTION
LIFTING ANCHORS SHALL BE SWIFT LIFT OR APPROVED EQUIVALENT
THAN 600mm FROM EACH END.
SHALL BE IN AN UPRIGHT POSITION AND SUPPORTED AT NOT MORE
DURING STORAGE, TRANSPORT AND HANDLING, PRECAST HEADSTOCKS
ON UNIT WEIGHT OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 8.7 TONNES BASED
COMMENCEMENT OF ANY WORK ON THESE MEMBERS.
SHALL BE AS SUBMITTED TO THE PRINCIPAL MIN 2 WEEKS PRIOR TO THE
THE PROPOSED METHOD OF MANUFACTURE OF PRECAST HEADSTOCK
SPECIFICATION B80.
MANUFACTURE AS CONSTRUCTION JOINT, IN ACCORDANCE WITH RMS
WITH CONCRETE STITCH POUR SHALL BE ROUGHENED DURING
ALL SURFACES OF VOIDS IN PRECAST HEADSTOCK IN CONTACT
20x20 UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED
40 MPa.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
(TYP)
OF BEARINGC
COLUMN (TYP)
800
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGEC
OF BEARINGS
OF PIER AND VOIDS
OF BEARINGS
C
C
C
AND CONTROL LINE
OF BRIDGEC
450
900
330
330
450
280
1
-
1
-
PLAN
DENOTES JACKING PLATE LOCATIONS
7551 6951 695755RL
RL
ELEVATION
2 4502 450
2%RL
RL LIFTING ANCHOR
CONCRETE HEADSTOCK
PRECAST REINFORCED
900
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
LIFTING ANCHORS
UPSTREAM
DOWNSTREAM
280
5101 130 510 1 130
280 280
A
-
B
-
210
210
300 300
VOIDS (TYP)
OF PILE AND
GROUP (TYP)
OF COUPLER
3
-
3
-
1 075 1 075
SECTION 1
-
100 200 300 400 500mm0
100 50
33
B
23
2
23
2
23
175
900
275275 175
210210
HEADSTOCK
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
COF PIER AND VOID
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
COLUMN
800
COF BEARING
SECTION 3
-
100 200 300 400 500mm0
100 50
900
HEADSTOCK
C OF PIER
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
900
(TYP)
50 X 50 CHAMFER
DETAIL B
-
OF BEARINGS
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARINGS
OF PIER
100 200 300 400 500mm0
100 50
C
C
C
210
210
OF BEARINGSC
DETAIL A
-
100 200 300 400 500mm0
100 50
160
125
160
125
105105
OF PIERC
GROUP (TYP)
OF COUPLER
EQUIVALENT TYP
OR APPROVED
AND N24 REBAR
COUPLER EL25S13
LENTON BOLT
7/1
0/2
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MO
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RB
RID
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GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M2
CP_S
L_T3.d
gn
11:2
3:0
4A
M
CAD No 8M2CP_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
MB8SL15
PIERS PRECAST HEADSTOCK - 2 COLUMNS - REINFORCEMENT
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
UNLESS OTHERWISE SPECIFIED, THE LAP LENGTH SHALL BE AS FOLLOWS:
SURFACE SHALL BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
SCALE OR AS SHOWN.
1520
1170
1870
1440
2760
1740
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH TWO CIRCULAR COLUMNS ON
TO SUIT SUBSTRUCTURE DESIGN.
SHALL BE DETERMINED BY THE DESIGNER
DEVELOPMENT LENGTH OF THESE BARS
ARE INDICATIVE ONLY. THE NUMBER AND
REINFORCING BARS INTO HEADSTOCK
DENOTES TYPICAL PROTRUDING
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL25S13 AND N24 REBAR TO BE THREADED
DENOTES NUMBER OF BARS TO BE ADJUSTED TO SUIT THE NUMBER OF VOIDS.
OTHERWISE.
REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED
REINFORCEMENT FOR OPTION 1 WITH TWO COLUMNS IS SHOWN.
COUPLERS, DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.
H3 19-N16-HH-150
H2 19-N16-HT-150
H1 4-N16-HZ-150
H1 4-N16-HZ-150
H3 3-N16-HH-150
H2 3-N16-HT-150
ELEVATION
1
-AS SHOWN IN SECTION
H5 4-N20-S-EF SPACED
H3
H2 AND
H3
H2 AND
H1 H1
H3
H2 AND
IN SECTION
SPACED AS SHOWN
H4 6-N24-S-NF
H4 6-N24-S-FF
2
-
H5
H5
PLAN
1
-
1
-
2
-
2
-
H7
H4
H3 3-N16-HH-150
H2 3-N16-HT-150
H7
H6H6
H8 2-N24-LL
H4
LAPPED WITH H4
H7 4-N16-E
WITH H4
H7 4-N16-E LAPPED
H8 2-N24-LL
H8 2-N24-LL
H8 2-N24-LL
LAPPED WITH H5
H6 4-N16-LL
WITH H5
H6 4-N16-LL LAPPED
H8H8
210 1 270
(TYP)(TYP)
150 120120
80
150
80
65
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
H4
H5
H4
H5
4S
PA
CE
SA
T150
65
TY
P
270
115 285 100 285 115
4S
PA
CE
SA
T150
115285100400
H4
H1
H2
H3
H8H8
130270100270
160165 160 165
H4
750
FR
OM
TO
PO
FC
OL
UM
N
PR
OT
RU
DIN
GR
EIN
FO
RC
EM
EN
T
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
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B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
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AWIN
GS\8
M2
CR_S
L_T3.d
gn
11:2
3:0
5A
M
CAD No 8M2CR_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
90°TYP
MB8SL16
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M3
CP_S
L_T3.d
gn
11:2
3:0
6A
M
CAD No 8M3CP_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PIERS PRECAST HEADSTOCK - 3 COLUMNS - CONCRETE
0 200 400 600 800
200 100
1 000mm
3
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH THREE CIRCULAR COLUMNS ON
RMS SPECIFICATION B241
DENOTES HOT DIP GALVANIZED IN ACCORDANCE WITH
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
THE LOCATIONS MAY VARY TO SUIT THIS DESIGN.
OF THE PRINCIPLE.
DESIGNED BY THE PRECAST ITEM MANUFACTURE TO THE SATISFACTION
LIFTING ANCHORS SHALL BE SWIFT LIFT OR APPROVED EQUIVALENT
THAN 600mm FROM EACH END.
SHALL BE IN AN UPRIGHT POSITION AND SUPPORTED AT NOT MORE
DURING STORAGE, TRANSPORT AND HANDLING, PRECAST HEADSTOCKS
ON DENSITY OF CONCRETE OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 8.0 TONNES BASED
COMMENCEMENT OF ANY WORK ON THESE MEMBERS.
SHALL BE AS SUBMITTED TO THE PRINCIPAL MIN 2 WEEKS PRIOR TO THE
THE PROPOSED METHOD OF MANUFACTURE OF PRECAST HEADSTOCK
SPECIFICATION B80.
MANUFACTURE AS CONSTRUCTION JOINT, IN ACCORDANCE WITH RMS
WITH CONCRETE STITCH POUR SHALL BE ROUGHENED DURING
ALL SURFACES OF VOIDS IN PRECAST HEADSTOCK IN CONTACT
20x20 UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED
40 MPa.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
(TYP)
OF BEARINGC
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGEC
OF BEARINGS
OF PIER AND VOIDS
OF BEARINGS
C
C
C
AND CONTROL LINE
OF BRIDGEC
450
900
330
330
450
280
1
-
1
-
PLAN
DENOTES JACKING PLATE LOCATIONS
7551 6951 695755RL
RL
ELEVATION
2 4502 450
2%RL
RL LIFTING ANCHOR
CONCRETE HEADSTOCK
PRECAST REINFORCED
900
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
LIFTING ANCHORS
UPSTREAMDOWNSTREAM
280
5101 130 510 1 130
280 280
1 0751 075
A
-
B
-
210
210
300 300
VOIDS (TYP)
OF PILE AND
GROUP (TYP)
OF COUPLER
COLUMN (TYP)
600
2
-
2
-
SECTION 1
-
100 200 300 400 500mm0
100 50
175
900
275275 175
210210
HEADSTOCK
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
COF PIER AND VOID
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
COLUMN
600
COF BEARING
SECTION 2
-
100 200 300 400 500mm0
100 50
900
HEADSTOCK
C OF PIER
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
900
(TYP)
50 X 50 CHAMFER
DETAIL B
-
OF BEARINGS
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARINGS
OF PIER
100 200 300 400 500mm0
100 50
C
C
C
210
210
OF BEARINGSC
DETAIL A
-
100 200 300 400 500mm0
100 50
160
125
160
125
105105
OF PIERC
GROUP (TYP)
OF COUPLER
EQUIVALENT TYP
OR APPROVED
AND N24 REBAR
COUPLER EL25S13
LENTON BOLT
MB8SL17
PIERS PRECAST HEADSTOCK - 3 COLUMNS - REINFORCEMENT
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
UNLESS OTHERWISE SPECIFIED, THE LAP LENGTH SHALL BE AS FOLLOWS:
SURFACE SHALL BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
SCALE OR AS SHOWN.
1520
1170
1870
1440
2760
1740
COUPLERS, DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL25S13 AND N24 REBAR TO BE THREADED
DENOTES NUMBER OF BARS TO BE ADJUSTED TO SUIT THE NUMBER OF VOIDS.
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH THREE CIRCULAR COLUMNS ON
TO SUIT SUBSTRUCTURE DESIGN.
SHALL BE DETERMINED BY THE DESIGNER
DEVELOPMENT LENGTH OF THESE BARS
ARE INDICATIVE ONLY. THE NUMBER AND
REINFORCING BARS INTO HEADSTOCK
DENOTES TYPICAL PROTRUDING
OTHERWISE.
REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED
REINFORCEMENT FOR OPTION 1 WITH THREE COLUMNS IS SHOWN.
H3 3-N16-HH-150
H2 3-N16-HT-150
H4
1
-
H3
H2 AND
H3
H2 AND
H1 H1
IN SECTION
SPACED AS SHOWN
H4 6-N24-S-NF
H4 6-N24-S-FF
1
-
H5
H5
PLAN
1
-
1
-
2
-
2
-
H7
H4
H3 3-N16-HH-150
H2 3-N16-HT-150
H7
H6H6
H1H3
H2 AND
H1 4-N16-HZ-150
3 SETS OF
H3 8-N16-HH-150
H2 8-N16-HT-150
2 SETS OF AS SHOWN IN SECTION
H5 4-N20-S-EF SPACED
ELEVATION
WITH H5
H6 4-N16-LL LAPPEDLAPPED WITH H5
H6 4-N16-LL
LAPPED WITH H4
H7 4-N16-E
WITH H4
H7 4-N16-E LAPPED
H8
80
150 100 95 100 150
H8
H3
H2 AND
H8 2-N24-LL
H8 2-N24-LL H8 2-N24-LL
H8 2-N24-LL
210 1 270
(TYP)(TYP)
95
65
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
H4
H5
H4
H5
4S
PA
CE
SA
T150
65
TY
P
270
115 285 100 285 115
4S
PA
CE
SA
T150
115285100400
H4
H1
H2
H3
H8H8
130270100270
160165 160 165
H4
750
FR
OM
TO
PO
FC
OL
UM
N
PR
OT
RU
DIN
GR
EIN
FO
RC
EM
EN
T
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M3
CR_S
L_T3.d
gn
11:2
3:0
7A
M
CAD No 8M3CR_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
90°TYP
MB8SL18
PIERS PRECAST HEADSTOCK - 4 COLUMNS - CONCRETE
3
0 200 400 600 800
200 100
1 000mm
SPECIFICATION B240.
DENOTES DOWELS TO CONFORM TO THE REQUIREMENTS OF RMS
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
THE LOCATIONS MAY VARY TO SUIT THIS DESIGN.
OF THE PRINCIPLE.
DESIGNED BY THE PRECAST ITEM MANUFACTURE TO THE SATISFACTION
LIFTING ANCHORS SHALL BE SWIFT LIFT OR APPROVED EQUIVALENT
THAN 600mm FROM EACH END.
SHALL BE IN AN UPRIGHT POSITION AND SUPPORTED AT NOT MORE
DURING STORAGE, TRANSPORT AND HANDLING, PRECAST HEADSTOCKS
ON UNIT WEIGHT OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 6.1 TONNES BASED
COMMENCEMENT OF ANY WORK ON THESE MEMBERS.
SHALL BE AS SUBMITTED TO THE PRINCIPAL MIN 2 WEEKS PRIOR TO THE
THE PROPOSED METHOD OF MANUFACTURE OF PRECAST HEADSTOCK
SPECIFICATION B80.
MANUFACTURE AS CONSTRUCTION JOINT, IN ACCORDANCE WITH RMS
WITH CONCRETE STITCH POUR SHALL BE ROUGHENED DURING
ALL SURFACES OF VOIDS IN PRECAST HEADSTOCK IN CONTACT
20x20 UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED
40 MPa.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH 4 CIRCULAR COLUMNS ON
(TYP)
OF BEARINGC
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGEC
OF BEARINGS
OF PIER AND VOIDS
OF BEARINGS
C
C
C
AND CONTROL LINE
OF BRIDGEC
450
900
330
330
450
280
1
-
1
-
PLAN
DENOTES JACKING PLATE LOCATIONS
ELEVATION
2 4502 450
2%
RL
RL LIFTING ANCHOR
CONCRETE HEADSTOCK
PRECAST REINFORCED
750
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
LIFTING ANCHORS
UPSTREAMDOWNSTREAM
280
5101 130 510 1 130
280 280
1 0751 075
A
-
B
-
RL
COLUMN (TYP)
600
7551 1305655651 130755
RL
1 0751 075
210
210
300300
GROUP (TYP)
OF COUPLER
VOIDS (TYP)
OF PILE AND
2
-
2
-
SECTION 1
-
100 200 300 400 500mm0
100 50
175
900
275275 175
210210
HEADSTOCKPOUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
COF PIER AND VOID
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
COLUMN
600
COF BEARING
SECTION 2
-
100 200 300 400 500mm0
100 50
900
HEADSTOCK
C OF PIER
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
750
(TYP)
50 X 50 CHAMFER
DETAIL B
-
OF BEARINGS
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARINGS
OF PIER
100 200 300 400 500mm0
100 50
C
C
C
210
210
OF BEARINGSC
DETAIL A
-
100 200 300 400 500mm0
100 50
160
125
160
125
105105
OF PIERC
GROUP (TYP)
OF COUPLER
EQUIVALENT TYP
OR APPROVED
AND N24 REBAR
COUPLER EL25S13
LENTON BOLT
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M4
CP_S
L_T3.d
gn
11:2
3:0
8A
M
CAD No 8M4CP_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
MB8SL19
PIERS PRECAST HEADSTOCK - 4 COLUMNS - REINFORCEMENT
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
UNLESS OTHERWISE SPECIFIED, THE LAP LENGTH SHALL BE AS FOLLOWS:
SURFACE SHALL BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
SCALE OR AS SHOWN.
1520
1170
1870
1440
2760
1740
OTHERWISE.
REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED
REINFORCEMENT FOR OPTION 1 WITH FOUR COLUMNS IS SHOWN.
COUPLERS, DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL25S13 AND N24 REBAR TO BE THREADED
DENOTES NUMBER OF BARS TO BE ADJUSTED TO SUIT THE NUMBER OF VOIDS.
REINFORCED CONCRETE FOOTING/PILE CAP AND PILES
OPTION 1 WITH FOUR CIRCULAR COLUMNS ON
TO SUIT SUBSTRUCTURE DESIGN.
SHALL BE DETERMINED BY THE DESIGNER
DEVELOPMENT LENGTH OF THESE BARS
ARE INDICATIVE ONLY. THE NUMBER AND
REINFORCING BARS INTO HEADSTOCK
DENOTES TYPICAL PROTRUDING
H3 3-N16-HH-150
H2 3-N16-HT-150
H4
1
-
H3
H2 AND
H3
H2 AND
H1 H1
IN SECTION
SPACED AS SHOWN
H4 6-N24-S-NF
H4 6-N24-S-FF
1
-
H5
H5
PLAN
1
-
1
-
2
-
2
-
H7
H4
H3 3-N16-HH-150
H2 3-N16-HT-150
H7
H6H6
H1
H3
H2 AND
H3
H2 AND
H1 4-N16-HZ-150
4 SETS OF
H3 4-N16-HH-150
H2 4-N16-HT-150
3 SETS OF AS SHOWN IN SECTION
H5 3-N20-S-EF SPACED
ELEVATION
WITH H5
H6 3-N16-LL LAPPEDLAPPED WITH H5
H6 3-N16-LL
LAPPED WITH H4
H7 4-N16-E
WITH H4
H7 4-N16-E LAPPED
H8
80
150 115 115 115 115 115 115 150
H8
H3
H2 AND
H1
H8 2-N24-LL
H8 2-N24-LL H8 2-N24-LL
H8 2-N24-LL
210 1 270
(TYP)(TYP)
55
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
H4 H4
4E
QU
AL
SP
AC
ES
TY
P
225
115 285 100 285 115 115285100400
130270100270
160165 160 165
H4
570
4E
QU
AL
SP
AC
ES
H5
H4
H1 H5
H2
H3
H8H8
FR
OM
TO
PO
FC
OL
UM
N
PR
OT
RU
DIN
GR
EIN
FO
RC
EM
EN
T
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M4
CR_S
L_T3.d
gn
11:2
3:0
9A
M
CAD No 8M4CR_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
90°TYP
MB8SL20
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M4P
P_S
L_T3.d
gn
11:2
3:1
1A
M
CAD No 8M4PP_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PIERS PRECAST HEADSTOCK - 4 PILES - CONCRETE
3
0 200 400 600 800
200 100
1 000mm
SPECIFICATION B240.
DENOTES DOWELS TO CONFORM TO THE REQUIREMENTS OF RMS
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
THE LOCATIONS MAY VARY TO SUIT THIS DESIGN.
OF THE PRINCIPLE.
DESIGNED BY THE PRECAST ITEM MANUFACTURE TO THE SATISFACTION
LIFTING ANCHORS SHALL BE SWIFT LIFT OR APPROVED EQUIVALENT
THAN 600mm FROM EACH END.
SHALL BE IN AN UPRIGHT POSITION AND SUPPORTED AT NOT MORE
DURING STORAGE, TRANSPORT AND HANDLING, PRECAST HEADSTOCKS
ON UNIT WEIGHT OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 7.3 TONNES BASED
COMMENCEMENT OF ANY WORK ON THESE MEMBERS.
SHALL BE AS SUBMITTED TO THE PRINCIPAL MIN 2 WEEKS PRIOR TO THE
THE PROPOSED METHOD OF MANUFACTURE OF PRECAST HEADSTOCK
SPECIFICATION B80.
MANUFACTURE AS CONSTRUCTION JOINT, IN ACCORDANCE WITH RMS
WITH CONCRETE STITCH POUR SHALL BE ROUGHENED DURING
ALL SURFACES OF VOIDS IN PRECAST HEADSTOCK IN CONTACT
20x20 UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED
40 MPa.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
OPTION 2 WITH FOUR PRECAST REINFORCED CONCRETE PILES
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGEC
OF BEARINGS
OF BEARINGS
C
C
C
AND CONTROL LINE
OF BRIDGEC
450
900
330
330
450
1
-
1
-
PLAN
DENOTES JACKING PLATE LOCATIONS
RL
RL
ELEVATION
2 4502 450
2%
RL
RL LIFTING ANCHOR
CONCRETE HEADSTOCK
PRECAST REINFORCED
900
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
LIFTING ANCHORS
7551 1305655651 130755
280 280
510 1 130
280
A
-
B
-
(TYP)
OF BEARINGC
5101 130
280
1 0751 075
DOWNSTREAM UPSTREAM
210
210
GROUP (TYP)
OF COUPLER
300 300
CONCRETE PILES
450 x 450 PRECAST
2
-
2
-
OF PIER AND VOIDS
100 200 300 400 500mm0
100 50
175550175
210210
HEADSTOCK
900
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
450 x 450 PILE
SECTION 1
-
OF PIER AND VOID
FOR DETAILS SEE SHEET No 32
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARING
100 200 300 400 500mm0
100 50
210210
HEADSTOCK
900
450 x 450 PILE
SECTION 2
-
FOR DETAILS SEE SHEET No 32
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARING
OF PIER
900
(TYP)
50 x 50 CHAMFER
25
(T
YP)
DETAIL B
-
OF BEARINGS
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARINGS
OF PIER
100 200 300 400 500mm0
100 50
C
C
C
210
210
OF BEARINGSC
DETAIL A
-
100 200 300 400 500mm0
100 50
160
125
160
125
105105
OF PIERC
GROUP (TYP)
OF COUPLER
EQUIVALENT TYP
OR APPROVED
AND N24 REBAR
COUPLER EL25S13
LENTON BOLT
MB8SL21
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
M4P
R_S
L_T3.d
gn
11:2
3:1
2A
M
CAD No 8M4PR_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PIERS PRECAST HEADSTOCK - 4 PILES - REINFORCEMENT
TO SUIT SUBSTRUCTURE DESIGN.
SHALL BE DETERMINED BY THE DESIGNER
DEVELOPMENT LENGTH OF THESE BARS
ARE INDICATIVE ONLY. THE NUMBER AND
REINFORCING BARS INTO HEADSTOCK
DENOTES TYPICAL PROTRUDING
OPTION 2 WITH FOUR PRECAST REINFORCED CONCRETE PILES
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
UNLESS OTHERWISE SPECIFIED, THE LAP LENGTH SHALL BE AS FOLLOWS:
SURFACE SHALL BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
SCALE OR AS SHOWN.
1520
1170
1870
1440
2760
1740
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL25S13 AND N24 REBAR TO BE THREADED
DENOTES NUMBER OF BARS TO BE ADJUSTED TO SUIT THE NUMBER OF VOIDS.
OTHERWISE.
REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED
REINFORCEMENT FOR OPTION 2 WITH FOUR PILES IS SHOWN.
COUPLERS, DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.
H3 3-N16-HH-150
H2 3-N16-HT-150
H4
1
-
H7
H4
H7
H1 4-N16-HZ-150
4 SETS OF
H3 4-N16-HH-150
H2 4-N16-HT-150
3 SETS OFAS SHOWN IN SECTION
H5 4-N20-S-EF SPACED
ELEVATION
80
150 115115
115 115 115 115 150
210 1 270
(TYP)(TYP)
H3 3-N16-HH-150
H2 3-N16-HT-150
LAPPED WITH H5
H6 4-N16-LL
WITH H5
H6 4-N16-LL LAPPED
H3
H2 AND
H3
H2 AND
H1 H1
IN SECTION
SPACED AS SHOWN
H4 6-N24-S-NF
H4 6-N24-S-FF
1
-
H5
H5
PLAN
1
-
1
-
H6H6
H1
H3
H2 AND
H3
H2 AND
LAPPED WITH H4
H7 4-N16-E
WITH H4
H7 4-N16-E LAPPED
H3
H2 AND
H1
H8 2-N24-LL
H8 2-N24-LL H8 2-N24-LL
H8 2-N24-LL
H8H8
2
-
2
-
SECTION 1
-
100 200 300 400 500mm0
100 50
H4
H5
4S
PA
CE
SA
T150
65
TY
P
270
115 285 100 285 115
H4
H1
65
SECTION 2
-
100 200 300 400 500mm0
100 50
H4
H5
4S
PA
CE
SA
T150
115285100400
H2
H3
H8H8
160165 160 165
H4
750
FR
OM
TO
PO
FPIL
E
PR
OT
RU
DIN
GR
EIN
FO
RC
EM
EN
T
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CAD No 8MPC_SL_T3.dgn
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NO
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CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
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0
125250
250 500 750mm
2 AND 4
1 AND 3
COLUMN No
PIER COLUMNS - CONCRETE
RL 'x'
TABLE 1
H
RL 'y'
SET SO THAT UNIFORM BEARING IS OBTAINED.
THE HEADSTOCK SHALL BE PLACED IN POSITION BEFORE THE MORTAR HAS
LESS THAN 15mm THICK AFTER THE HEADSTOCK IS PLACED IN POSITION.
THE MORTAR SHOULD BE SUFFICIENTLY STIFF TO PROVIDE A LAYER NO
IN ACCORDANCE WITH AS 1597.2 OR APPROVED ALTERNATIVE MATERIAL.
DENOTES LEVELING MORTAR PLACED, EXCEPT FOR AREA UNDER VOIDS,
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
CONTINUOUS OPERATION UNLESS SPECIFIED OTHERWISE.
THE PLACING OF CONCRETE IN THE COLUMNS SHALL BE CARRIED OUT IN ONE
UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED 20x20
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 40MPa.
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
REINFORCED CONCRETE FOOTINGS/PILE CAPS AND PILES
OPTION 1 WITH TWO CIRCULAR COLUMNS ON
SECTION 3
-
1
-
1
-
ELEVATION SECTION 1
-
2
-
2
-
3
-
3
-
50
50
SECTION 2
125
550 x 550125
CJ CJ
STICH POUR
RL 'x'RL 'x'
RL 'y' (PIER 2)
RL 'y' (PIER 1)
COLUMN AFTER CLEANING
FLUSHING TOP OF
15 x 60 VOID FOR
CENTRAL HOLE
WITH 600 x 600
APPROVED EQUIVALENT
BGC FIBRE CEMENT OR
900 x 900 x 18 THICK
IN SILL BEAM (TYP)
CONCRETE STITCH POUR
OUTLINE OF CAST-IN-SITU
800 COLUMN
OF PIER AND VOID
AND COLUMN
OF VOID
RE
FE
RT
OT
AB
LE
S1
AN
D2
'H'
2%
-,14
RL 'y' (PIER 2)
RL 'y' (PIER 1)
15
18
0 100 200 300mm
100 50
DETAIL B
COLUMN
CEMENT MORTAR
15 NOM LEVELING
EQUIVALENT
CEMENT OR APPROVED
18mm BGC FIBRE
MIN
HEADSTOCK
14
FOR SUBSTRUCTURE WITH 800 COLUMNS.
THIS DRAWING IS APPLICABLE
THE TEMPORARY SUPPORTS DETAILED ON
CHAMFER(TYP)
15 x 15
15
(TYP)
140 15
1695
1695
OF PIER 1 OF PIER 2
CONTROL LINE
1 CH
CH
PLAN
COLUMN LAYOUT
OF BRIDGE AND
2
3
4
1695
1695
5m43210
0.51
2 COLUMN OPTION
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
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REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
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07.10.2016
PIER 2
PIER 1
LOCATION
COLUMN
'X'
'a'
TABLE 1
PIER COLUMNS - REINFORCEMENT
'Y'
0
125250
250 500 750mm
COLUMN REINFORCEMENT AND DOWELS AS NECESSARY.
REINFORCEMENT IN THE FOOTING AND HEADSTOCK MAY BE DISPLACED TO AVOID
DENOTES VARIABLE LENGTH BAR.
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.
GENERAL NOTES
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
1520
1170
1870
1440
2760
1740
BE AS FOLLOWS:
UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS THE LAP LENGTHS SHALL
SHALL BE 40mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE
SCALE OR AS SHOWN.
OF SPECIFIC BRIDGE SITE.
SHALL BE DETERMINED BY THE DESIGNER TO SUIT SUBSTRUCTURE DESIGN
HEADSTOCK AND COLUMNS AND LAP LENGTHS ARE INDICATIVE ONLY AND
DENOTES NUMBER AND DIAMETER OF BARS, EMBEDMENT LENGTHS INTO
REINFORCED CONCRETE FOOTINGS/PILE CAPS AND PILES
OPTION 1 WITH TWO CIRCULAR COLUMNS ON
3
-
3
-
2
-
2
-
SECTION 3
-
1
-
1
- ELEVATION SECTION 1
-
-
-
-
3
2
2
C2
SECTION 2
-
TYP
160
TYP
160
TYP
160
TYP
160
CJ CJ
C1 'a'-N12-Y-150
C2 5-N12-HT-150
AS SHOWN IN SECTION
C3 4-N12-LL-SPACED
C1
C2
C3
C4
C'X'
C'X' 12 EQUAL SPACES
C1
C3
C3
C3
C3
C4
C1
430
800
1440
910
OF PIER AND VOIDOF PIER AND VOID
AND COLUMN
OF VOID
800 COLUMN
AND COLUMN
OF VOID
C'X' 12 EQUAL SPACES
SECTION
AS SHOWN IN
C4 14-N'Y'-S-SPACED
AS SHOWN IN SECTION
C'X' 12-N'Y'-S-SPACED
FOOTING
PROJECTED FROM
TYPICAL REINFORCEMENT
FOOTING
PROJECTED FROM
TYPICAL REINFORCEMENT
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CAD No 8MBA_SL_T3.dgn
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
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07.10.2016
LOCATIONNo.
BEARING
RL "X"
TOP OF BEARING
PIER 1
ABUTMENT A
SP
AN
1
BEARINGS - SHEET A
TABLE 1
GENERAL NOTES
8
7
6
5
4
3
2
1
LOCATIONNo.
BEARING
RL "X"
TOP OF BEARING
16
15
14
13
12
11
10
9
PIER 2
PIER 1
SP
AN
2
LOCATIONNo.
BEARING
RL "X"
TOP OF BEARING
24
23
22
21
20
19
18
17
ABUTMENT B
PIER 2
SP
AN
3
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 51.
SCALE AS SHOWN
NO
M
33
HOLE
THREADED
10mm
BASE PLATE
BEARING
STAINLESS STEEL
BEARING INSTALLATION PROCEDURE
NYLON SCREW
M10 HEX HEAD
REMOVE TEMPORARY SUPPORTS.
LEAST 7 DAYS OLD TRANSFER LOAD TO PERMANENT BEARINGS AND
ONCE GROUT HAS REACHED MINIMUM STRENGTH OF 30 MPa AND IT IS AT9.
FORM AND GROUT UNDER BEARING PLATE.8.
MODULE AND BEARING PLATE AND SOFFIT OF MODULE ARE PARALLEL.
IS PRESSED FIRMLY AND EVENLY UP INTO THE RECESS IN SOFFIT OF
ADJUST NYLON SCREWS UNDER EACH BEARING PLATE SO THAT BEARING7.
TEMPORARY SUPPORTS.
ADJUST AND SUPPORT PRECAST MODULE IN PERMANENT POSITION OVER6.
.MODULES ARE STABLE AND PLACED ACCURATELY
HOWEVER THE METHODOLOGY USED MUST ENSURE THAT THE DECK
MAY BE HYDRAULIC JACKS, SCREW JACKS OR TEMPORARY PACKERS;
PLACED(REFER CONSTRUCTION GUIDE). THE TEMPORARY SUPPORT
THE TEMPORARY SUPPORT MUST BE STABLE AND ACCURATELY5.
SUPPORTS.
HOIST PRECAST MODULE INTO POSITION, RESTING ON TEMPORARY4.
PLACE BEARINGS ON PLATES.3.
DOWEL PLACED INTO FORMED HOLE.
PLACE BEARING PLATE ON HEADSTOCK/ABUTMENT SILL BEAM WITH2.
PROTRUDING 15mm.
INSERT NYLON SCREWS TO PLATE WITH HEADS DOWNWARDS AND1.
OF BEARING AND DOWEL
STAINLESS STEEL DOWEL
2%
2%
TYPICAL BEARING ASSEMBLY
PRECAST MODULE
GROUT PAD
BEARING
0 100 200 300mm
50100
80 x 70 DEEP FORMED RECESS
C
TYP 140140
20NOM
BEARING BASE PLATE
STAINLESS STEEL
250 x 10 PLATE x 280 LONG
FOR BEARING
PRECAST MODULE
RECESS IN SOFFIT OF
250 x 220 x 5 DEEP
BEARING
LAMINATED ELASTOMERIC
OR SILL BEAM
TOP OF HEADSTOCK
SPAN 3SPAN 2SPAN 1
NOT TO SCALE
1
2
3
4
5
6
7
8
ABUTMENT A ABUTMENT B
BEARING LAYOUT
AND CONTROL LINE
OF BRIDGE
OF PIER 1 OF PIER 2
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
MB8SL51
TABLE 2
ACCORDINGLY.
DETERMINED FROM THE FIGURES IN TABLE 2
GRADE OF THE TOP OF BASEPLATES SHALL BE
THE ERECTION OF THE PRECAST MODULE AND THE
HOGS SHALL BE MEASURED TWO WEEKS PRIOR TO
1 - 3
SPAN No
LONGITUDINAL GRADE ON TOP OF BEARING BASEPLATE
MEASURED HOG Ma Mb
20
15
10
5
0.95%
0.71%
0.48%
0.24%
0.95%
0.71%
0.48%
0.24%
100 200 300 400 500mm0
100 50
BEARINGS - SHEET B
GENERAL NOTES
AND 70mm AT ANY LOCATION.
DENOTES THE MINIMUM AND MAXIMUM THICKNESS OF GROUT SHALL BE 15mm
WELDNG SYMBOLS COMPLY WITH AS 1101.3.
THE WELD CATEGORY SHALL BE 1C, IN ACCORDANCE WITH AS/NZS 1554.6.
STEEL PLATE SHALL BE STAINLESS STEEL GRADE 304 TO ASTM A276.
THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.
SCALE OR AS SHOWN.
THE SIDES OF THE GROUT PADS AFTER THE REMOVAL OF FORMWORK.
MINIMUM OF 3 DAYS AND CURING COMPOUNDS SHALL BE APPLIED TO
THE FORMWORK FOR THE GROUT PADS MUST REMAIN IN PLACE FOR A
SIDE FACES OF GROUT PADS SHALL BE VERTICAL.
UNDER THE BASE PLATES.
RECESSES ARE COMPLETELY FILLED AND THAT THERE ARE NO VOIDS
GROUTING SHALL BE CARRIED OUT TO ENSURE THAT THE FORMED
MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.
OR APPROVED EQUIVALENT.
CEMENTITIOUS GROUT EPIREZ SUPERFLOW HF OR CONBEXTRA HS
GROUT PADS AND SHALL BE SHRINKAGE COMPENSATED HIGH FLOW
DENOTES THE GROUT USED TO FILL FORMED RECESSES AND CONSTRUCT
DETAIL B
-
´80
0
50
150mm10050
25
10
FORMEDRECESS
70DEEP
BEARING BASE PLATE
10 THICK STAINLESS STEELPAD
BEARING GROUT
CO
VE
R
20
NO
M
INR
EC
ES
S
50
MIN
EM
BE
DM
EN
T
DOWEL
20 STAINLESS STEEL
6
100 200 300 400 500mm0
100 50
SECTION 1
-
1
-
1
-
100 200 300 400 500mm0
100 50
200
200
Ma
Mb
ELEVATION OF PRECAST MODULE AFTER DECK CONSTRUCTION
33
NO
M
33
NO
M
BEARING GROUT PAD
AND PRECAST MODULE
OF BEARING, DOWEL
PRECAST MODULE
PRECAST MODULE
TOP OF BEARING
-
TOP OF HEADSTOCK
OR SILL BEAM
90°0'0"
B
ABUTMENT B END
ABUTMENT A END
C
80 x 70 DEEP FORMED RECESS
OF BEARING
OF BEARING
C
C
2%2%
ON SHEET No 50
RL 'x' - SEE TABLE 1
ELASTOMERIC BEARING
LAMINATED
MODULE FOR BEARING
SOFFIT OF PRECAST
5 DEEP RECESS IN
10 THICK BEARING BASE PLATE
3
-
3
-
SECTION 3
-
0 100 200 300mm
100 50
15
15
280
250
0 100 200 300mm
100 50
15
10
6
SECTION 2
-
2
-
2
-
LAMINATED ELASTOMERIC BEARING
AS PART No 020906R-5
PLAN
PLATES
INTERNAL STEEL
PLAN
24 REQUIRED - MODIFIED AS SHOWN
125125
110
110
BEARING BASE PLATE
STAINLESS STEEL
250 x 10 PLATE 280 LONG
BEARING BASE PLATE ASSEMBLY
STEEL DOWEL
21 HOLE FOR 20 STAINLESS
IN ELASTOMER FOR DOWEL
22 x 15 DEEP RECESS
STEEL PLATE
32 HOLE IN BOTTOM
97
200
100
100
230
115115
DOWEL GRADE 304 TO ASTM A276
20 x 105 LONG STAINLESS STEEL
THREADED HOLE
4/ 10mm
DIR
EC
TIO
NO
FT
RA
FFIC
DIR
EC
TIO
NO
FT
RA
FFIC
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
MB8SL52
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
SCALE OR AS SHOWN
PRECAST MODULE CONCRETE - SHEET A
WORK ON THE PRECAST MODULE.
PRINCIPLE, MINIMUM 2 WEEKS PRIOR TO THE COMMENCEMENT OF ANY
AND RELEASE OF PRESTRESS STRANDS SHALL BE SUBMITTED TO THE
THE PROPOSED METHOD FOR MANUFACTURE OF THE PRECAST MODULE
THE LOCATIONS MAY VARY TO SUIT THIS DESIGN.
OF THE PRINCIPLE.
DESIGNED BY THE PRECAST MODULE MANUFACTURE TO THE SATISFACTION
LIFTING ANCHORS SHALL BE SWIFT LIFT OR APPROVED EQUIVALENT
FABRICATION.
SCUPPERS TO BE CUT FROM 125 x 75 x 4 RHS, HOT DIP GALVANISED AFTER
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, MODULE SHALL BE IN AN
MASS OF MODULE IS APPROXIMATELY 15.8 TONNES.
- NO LOADS EXCEPT MODULE SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/m³
AND IS 7mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF MODULE AT TRANSFER IS 4mm
CENTRELINE OF THE PRECAST MODULE.
RELEASE OF PRESTRESS STRANDS SHALL BE SYMMETRICAL ABOUT THE
CORROSION BY THE APPLICATION OF EPOXY RESIN. THE SEQUENCE OF
THE END OF MODULE AND EXPOSED STRANDS SEALED AGAINST
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL BE
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE MODULE
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER OF
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: B1
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DESIGN
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ISSUE STATUS
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PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
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07.10.2016
2
53
2
53
7 980
A
-
1
53
1
53
200200
22090 220 90
450 1 290 2 250 2 250 1 290 450
TY
P
260
TYP
340
TY
P
260
TY
P
300
9903 SPACES AT 2 500 = 6 000990
OF MODULE
SCUPPER (TYP)
ANCHOR
LIFTING
BEARING (TYP)
RECESS FOR ELASTOMETRIC
220 x 250 x 5 DEEP
6 REQUIRED
ELEVATION
PLANOF LIFTING ANCHOR (TYP)
TY
P
90
TY
P
90
LIFTING ANCHOR
DRAINAGE PIPE (TYP)
PRECAST MODULE CONCRETE
160 145145160145 145
DETAIL A
-
75150
0 150 300 450mm
6060
120
120
90
SEE SHEET No 65(TYP)
BOLT, FOR DETAILS
M24 x 320 ANCHOR
SEE SHEET No 65(TYP)
BOLT, FOR DETAILS
M24 x 380 ANCHOR
OF BOLT GROUP
75150
0 150 300 450mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No
SCALE OR AS SHOWN
MB8SL53
7/1
0/2
016
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NE\8
M_S
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MC1
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CAD No 8MC1C_SL_T3.dgn
THIS
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ED
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OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
PRECAST MODULE CONCRETE - SHEET B
MB10SL53
75150
0 150 300 450mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 52.
DENOTES HOT DIP GALVANIZED IN ACCORDANCE WITH RMS SPECIFICATION B241.
YARD AS DETAILED ON SHEET 61.
DENOTES FOR TEMPORARY FIXING MODULE HOLD DOWN BRACKET IN CASTING
REINFORCEMENT AND TO PROVIDE FOR THE REQUIRED COVER
LOCATION OF VENT HOLES MAY BE DISPLACED SLIGHTLY TO CLEAR
SCALE OR AS SHOWN
SECTION 3
-
0 100 200 300mm
100 50
160(
TY
P)
145
EQUIVALENT(TYP)
APPROVED
AND N24 REBAR OR
COUPLER EL25S13
LENTON BOLT
50 FORMED VENT HOLE
70
APPROVED EQUIVALENT
FOOT FERRULE OR
GALVANIZED ELEPHANT
M10 x 45 LONG REID
300
SEE SHEET No 60
FOR JOINT DETAILS
160
15
4545
RECESS(TYP)
90 x 90 x 15 DEEP
20 x 20 FILLET (TYP)
450
0 100 200 300mm
100 50
75
11
375
DRAINAGE PIPE
18 REQUIRED
125 x 75 x 4 RHS
SECTION 1
52
600
160160
345
VIEW 2
52
320810320
12090
600
637 776 354 328
390
TYP
50
17.6
1
17.6
1
ELASTOMERIC BEARING
OF MODULE FOR
RECESS IN SOFFIT
220 x 250 x 5 DEEP
ERECTION OF RAILINGS (TYP)
SHALL BE FILLED WITH GROUT AFTER
60 x 60 x 20 DEEP FORMED RECESS
(TYP)
40 x 40 FILLET
20 x 20 FILLET (TYP)
20 x 20 CHAMFER (TYP)
325
2 095
365
607
18
16016020 x 20 CHAMFER (TYP) OF BEARING
OF BEARING
10
CHAMFER (TYP)
15 x 15
3
-
3
-
180
345320810320625
321369760369276
180
160
755
755
5150
25300
420
335
300
300
SHEET No 65
DETAILS SEE
BOLT. FOR
M24 ANCHOR
PIPE (TYP)
DRAINAGE
9090
TYP90
°0'0"
VENT HOLE
50 FORMED
TY
P
85
5150
7070
2 420
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT.
405
(TYP)
FILLET
40 x 40
PRECAST MODULE REINFORCEMENT - SHEET A
MB8SL55
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
SCALE OR AS SHOWN
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No. 57.
7/1
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B1000_
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GLE
LA
NE\8
M_S
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MR1
A_S
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11:2
3:1
7A
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CAD No 8MR1A_SL_T3.dgn
THIS
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AT
ED
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OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
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07.10.2016
1
56
1
56
2
56
2
56
3
56
3
56
A
57B
57
PLAN
E1 18-N16-AZ-120
2 SETS OF
AS SHOWN IN SECTION
E3 6-N20-S-FF SPACED
2 SETS OF
E1 18-N16-AZ-120
2 SETS OF
120
E10 1-N12-L-120NF
E6 1-N12-LL AND
E7 1-N12-S-120 FF
E5 1-N12-S-120 FF
59 BUNDLES OF
E17 59-N12-Q-120
120
120
120
E1 23-N12-AZ-120
2 SETS OF
IN SECTION
AS SHOWN
E18 8-N12-S SPACED
2
56
2
56
2
56
2
56
IN SECTION
AS SHOWN
E4 4-N12-S SPACED
2 SETS OF
IN SECTION
AS SHOWN
E9 25-N12-S SPACED
REINFORCEMENT AT END OF MODULE NOT SHOWN FOR CLARITY
STRANDS NOT SHOWN
REFER TO SHEET No 57
REINFORCEMENT
FOR END OF MODULEREFER TO SHEET No 57
REINFORCEMENT
FOR END OF MODULE
PRECAST MODULE REINFORCEMENT
MB8SL56
6/12.7mm STRANDS
6/12.7mm STRANDS
6/12.7mm STRANDS
6/12.7mm STRANDS
800mm
PRECAST MODULE REINFORCEMENT - SHEET B
BENDS
FITMENT
B
C
C E
B
A
A
B
A
A
175
175
C
BENDS
FITMENT
BENDS
FITMENT
ELEVATION END VIEW
E1 10-N16-S-300EF
DRAWINGS IS AS FOLLOWS:
THE METHOD USED TO LABEL REINFORCEMENT ON THE
STRUCTURE ELEMENT DENOTATION
SPACING ALONG LIMIT LINE
NUMBER OF BARS IN THE SET
BAR NUMBER IN SEQUENCE
BAR SIZE IN MILLIMETRES
INFORMATION FOR PLACING
BAR STRUCTURAL PROPERTIES
BAR SHAPE CODE
D = INTERNAL DIAD
STANDARD BAR SHAPES DIAGRAM
HTS
AZL
KZ
HOOKS
AND
BENDS
FITMENT
C
Q CZ
BAR MARKING LEGEND
LL
HOOKS
AND
BENDS
FITMENT
P
E1 10-N16-S-300EF APPROX
THE FOLLOWING FORMAT SHALL BE USED:
WHERE THE BAR SPACING IS APPROXIMATE ONLY,
BENDS
FITMENT
75150
0 150 300 450mm
C C
175 A
B
B
C
A
A
B
A
B
A
CA
B
A
D
A
B
C
B D
A
GENERAL NOTES
SEE SHEET No 57
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET,
AT EACH END OF PRECAST MODULE.
DENOTES STRANDS SHALL BE DEBONDED FOR A LENGTH OF 1000mm
SCALE OR AS SHOWN
E4
E12
2/12.7mm STRANDS
E1E4
E1
E4
205
71
71
100
2 EQUAL SPACES
35
CO
VE
R
E17
E18
2/12.7mm STRANDS 2/12.7mm STRANDS
100
E2 E2
E7
E10
SECTION 2
55
120 120
3 SPACES AT 100
E12 120 120
E4
2/12.7mm STRANDS
2 EQUAL SPACES
35
CO
VE
R
E22
VIEW 1
55
55
3VIEW SIMILAR BUT OPPOSITE HAND
E19
E8
E9
E6
E13
E9
E11
E21
8 EQUAL SPACES75 75
SPACES
2 EQUAL
SPACES
3 EQUAL84
SPACES
2 EQUAL
SPACES
2 EQUAL
E20
E16
E3 E3
2E
QU
AL
SP
AC
ES
E5
E3 E3
2E
QU
AL
SP
AC
ES
E18
E15E15
E14E14
120 120 9012012045
425
(TYP)
7/1
0/2
016
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Bridge\Sta
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ndardsin
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B1000_
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LA
NE\8
M_S
L_T3\8
MR1
B_S
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11:2
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8A
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CAD No 8MR1B_SL_T3.dgn
THIS
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AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
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SalahAssi 07.10.2016
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07.10.2016
140
11050501106/12.7mm STRANDS
2/12.7mm STRANDS
55
50
300mm2001000
50100
TOP OF MODULE
CENTRELINE
TYPICAL STRAND LAYOUT
120120
MB8SL57
7/1
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B1000_
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LA
NE\8
M_S
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MR1
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CAD No 8MR1C_SL_T3.dgn
THIS
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AT
ED
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OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
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07.10.2016
PRECAST MODULE REINFORCEMENT - SHEET C
GENERAL NOTES
630470
1100 ...
1080
1400820460
N36N32
b) OTHER BARS:
620
350
1320 ...
1720
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
N28
BAR SIZE: N12
850
N24N20N16
REINFORCEMENT NOTES
SHALL BE AS FOLLOWS:
UNLESS OTHERWISE SPECIFIED, THE MINIMUM LENGTHS OF LAPS
CLEAR FORMED HOLE, RECESS, COUPLERS AND BOLT.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO
VIBRATING TABLE OR FORM VIBRATORS.
STEEL FORMWORK MOULD WITH INTENSE COMPACTION USING A
THE COVER SPECIFIED IS BASED ON THE MODULE BEING CAST IN A RIGID
SURFACE SHALL BE 35 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
SCALE OR AS SHOWN.
500mm4003002001000
50100
SECTION 5.13 OF AS 5100-BRIDGE DESIGN.
9 BAR BENDING AND HOOK DETAILS SHALL BE IN ACCORDANCE WITH
8 BARS OF DIAMETER GREATER THAN 24mm SHALL NOT BE REBENT.
NO DIMENSION SHOWN.
7 THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE IF
THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.
6 DIMENSIONS SHOWN ON BAR SHAPES DIAGRAMS ARE MEASURED FROM
REINFORCING FABRIC (RECTANGULAR AND SQUARE), RESPECTIVELY.
5 WHERE SHOWN ON THE DRAWINGS, RL AND SL SHALL DENOTE WELDED
REINFORCING BARS EQUIVALENT TO GRADE R500L TO AS/NZS 4671.
4 WHERE SHOWN ON THE DRAWINGS, "W" SHALL DENOTE PLAIN ROUND
SHALL BE D500N TO AS/NZS 4671.
3 THE GRADE OF REINFORCEMENT, IF NOT STATED ON THE DRAWINGS,
AS/NZS 4671 FABRIC NUMBER.
2 BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES, OR THE
1 AUSTRALIAN STANDARD BAR SHAPES ARE IN ACCORDANCE WITH AS 1100.501.
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
THREADED AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL25S13 AND N24 REBAR TO BE
TABLE UNLESS NOTED OTHERWISE.
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED IN THE
DETAIL A
55
DETAIL B
55
5
-
5
-
3
-
3
-
6
- 6
-
AS SHOWN IN VIEW
E2 7-N16-CZ SPACED
AS SHOWN IN VIEW
E14 1-N12-KZ SPACED
E14 1-N12-KZ
E15 1-N12-C
E1
E4
E4
AS SHOWN IN VIEW
E2 7-N16-CZ SPACED
AS SHOWN IN VIEW
E14 1-N12-KZ SPACED
E15 1-N12-C
E14 1-N12-KZ
AS SHOWN IN VIEW
E14 2-N12-KZ SPACED
6
-
6
-
5
-
5
-
1
56
1
56
E9
4
-
4
-
E1
E12 3-N16-HT-120
1
56
E3E3
E12 3-N16-HT-120
E16 1-N20-LL
E16 1-N20-LL
AS SHOWN IN VIEW
E13 3-N16-HT SPACED
E17
E18
E3
WITH E19
E21 3-N20-LL LAPPED
LAPPED WITH E19
E21 3-N20-LL
E5 E5
E3
1
56
E22 3-N12-P-120
AS SHOWN IN VIEW
E13 3-N16-HT SPACED1
56
E22 3-N12-P-120
AS SHOWN IN VIEW
E12 8-N16-HT SPACED 1
56
AS SHOWN IN VIEW
E15 1-N12-C SPACED
1
56
AS SHOWN IN VIEW
E14 2-N12-KZ SPACED
1
56
AS SHOWN IN VIEW
E12 8-N16-HT SPACED 1
56
E20 2-N24-L-NF
E20 2-N24-L-NF
E15 1-N12-C
E20 2-N24-L-NF
E20 2-N24-L-NF
AS SHOWN IN SECTION
E19 3-N32-S-NF SPACED
E11 3-N12-LL AND
E8 3-N32-S-FF,
SPACED AS SHOWN IN SECTION
AND E19 3-N32-S-NF
E8 3-N32-S-FF, E11 3-N12-LL
SECTION 3
-
SECTION 5
-
SECTION 6
-
75150
0 150 300 450mm
75150
0 150 300 450mm
75150
0 150 300 450mm
E7
STRANDS
12.7mm
E4
E2
E3
E12
E14
STRANDS
12.7mm
STRANDS
12.7mm
E4
E3
80 70 5 SPACES AT 60
E2
E15
STRANDS
12.7mm
E10E19
E8
E19
E8
E7
E10E9
2 EQUAL SPACES
E9
2 EQUAL SPACES
E5
E13
E10E19E9
SECTION 4
-
75150
0 150 300 450mm
E7
E12
E10E19
E8E9
2 EQUAL SPACES
E20
E16
E21
E20
E11
400
240
160 145
E1
E6
75150
0 150 300 450mm
DECK ASSEMBLY - SHEET A
MB8SL58
SCALE OR AS SHOWN.
GENERAL NOTES
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
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B1000_
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GE\SIN
GLE
LA
NE\8
M_S
L_T3\8
MD
CA_S
L_T3.d
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11:2
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CAD No 8MDCA_SL_T3.dgn
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NO
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AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
25 1
59
1
59
25
2
60
EN
DO
FS
UP
ER
ST
RU
CT
UR
EA
BU
TM
EN
TA
EN
DO
FS
UP
ER
ST
RU
CT
UR
EA
BU
TM
EN
TB
BEARING
CH
CH
CH
CH
PLAN
OF PIER OF PIER
990
TRAFFIC BARRIER ANCHOR BOLT GROUPS SPACING (TYPICAL)
11 SPACES AT 2 000 = 22 000 990
AND CONTROL LINE
OF BRIDGE
23 980
7 9908 0007 990
BRACKET (TYP)
HOLDING DOWN
RESTRAINT AND
2
60
DECK ASSEMBLY - SHEET B
MB8SL59
7/1
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016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
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B1000_
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GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
MD
CB_S
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gn
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CAD No 8MDCB_SL_T3.dgn
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CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
DETAIL C
-
0 100 200 300mm
100 50
20
NO
MM
OR
TA
R
ERECTION OF RAILINGS (TYP)
WITH GROUT AFTER
SHALL BE FILLED
FORMED RECESSES
60 x 60 x 20 DEEP
DETAILS SEE SHEET No 65
M24 ANCHOR BOLT FOR
DETAILS SEE SHEET No 65
M24 ANCHOR BOLT FOR
PA
D(
TY
P)
MB10SL59
DECK ASSEMBLY - SHEET B
75150
0 150 300 450mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 60.
OR APPROVED EQUIVALENT.
HIGH FLOW CEMENTITIOUS GROUT EPIREZ SUPERFLOW HF OR CONBEXTRA HS
DENOTES THE GROUT USED SHALL BE SHRINKAGE COMPENSATED
SCALE OR AS SHOWN
C
-
SECTION 1
58
4 200
D
61
2%
2%
TYPICAL CROSS SECTION
AT ABUTMENTS AND PIERS
TYPICAL CROSS SECTION
DOWNSTREAM UPSTREAM
AND CONTROL LINE
OF BRIDGE
4 200
325 325
325325
10 NOMINAL GAP
MB8SL60
7 990
75150
0 150 300 450mm
DECK ASSEMBLY - SHEET C
GENERAL NOTES
THAN THE ALLOWABLE STRAIN SPECIFIED IN RMS AS SPECIFICATION B312.
JOINT MOVEMENT FROM INSTALLATION SHALL NOT INDUCE STRAIN MORE
TEMPERATURES NOT LESS THAN 10 deg C OR NOT MORE THAN 35 deg C.
THE SEALANT SHALL BE APPLIED BETWEEN 7:00am AND 11:00am, AT
EQUIVALENT) INSTALLED WITH 25% COMPRESSION.
OR NEOPRENE (PARBURY'S EXPANDAFOAM BACKER ROD OR APPROVED
BACKER RODS SHALL BE NON ABSORBENT, CLOSED CELL POLYETHYLENE
CURING IS GUARANTEED BEFORE OPENING TRAFFIC.
REGIONS WEST OF THE GREAT DIVIDING RANGE. UNLESS COMPLETE
SINGLE COMPONENT SEALANTS SHALL NOT BE USED IN ARID OR SEMI-ARID
SPECIFICATION B312.
ALL SEALANTS SHALL CONFORM TO ROADS AND MARITIME SERVICES QA
MAXIMUM JOINT MOVEMENT ± 10mm.
SCALE OR AS SHOWN.
20
210220
200 20020020
2525
A
-
B
-
SECTION 2
58
210
C
-
15
JOINT DETAIL AT ABUTMENTS JOINT DETAIL AT PIERS
HEADSTOCK
PRECAST
BEARING
ELASTOMERIC
BACKER ROD
JOINT DETAIL AT PARAPET
295
SPECIFICATION B312)
GN TYPES B OR C TO
SEALANT (GT OR
SPECIFICATION B312)
GN TYPES B OR C TO
SEALANT (ST OR
CLASS H TO AS 1366.3
CELLULAR POLYSTYRENE SHEET
SUPERSTRUCTURE
END OF
CELLULAR POLYSTYRENE
NOMINAL 20 THICK
300
OF PIER
BACKER ROD
BACKER ROD
20 x 20 CHAMFER
C
EQUIVALENT(TYP)
OR APPROVED
COUPLER EL25S13
LENTON THREADED
20
0 20 40 60 80 100mm
1020
1010
7
3
20
40
55 15
DETAIL B
-
SECTION 3
-
0 20 40 60 80 100mm
1020
20
0 20 40 60 80 100mm
1020
1010
7
3
20
40
55 15
DETAIL A
-
DECK SURFACE
CONCRETE MODULE
DECK SURFACE
CONCRETE MODULE
SPECIFICATION B312)
TYPES B OR C TO
SEALANT (GT OR GN
20x20 CHAMFERSEALANT (ST OR GT
TYPES B OR C TO
SPECIFICATION B312)
CONCRETE
SHEET FOR CAST IN-SITU
CELLULAR POLYSTYRENE
BACKER ROD
25 25
20 15
15
25
TO SPECIFICATION B312)
(ST OR GT TYPE C
SEALANT
INSTRUCTIONS - TYP
MANUFACTURER'S
ACCORDANCE WITH
SURFACES PRIMED IN
BACKER ROD
POLYSTYRENE SHEET
15mm CELLULAR
POLYSTYRENE SHEET
20mm CELLULAR
CONSTRUCTION JOINT
INSTRUCTIONS - TYP
MANUFACTURER'S
ACCORDANCE WITH
SURFACES PRIMED IN
BACKER ROD
POLYSTYRENE SHEET
15mm CELLULAR
POLYSTYRENE SHEET
20mm CELLULAR
TO SPECIFICATION B312)
(ST OR GT TYPE C
SEALANT
CONSTRUCTION JOINT
DETAIL C
-
3
-
3
-
15
0 20 40 60 80 100mm
1020
SEALANT (ST OR GT
TYPES B OR C TO
SPECIFICATION B312)
20 x 20 CHAMFER
SPECIFICATION B312)
TYPES B OR C TO
SEALANT (GT OR GN
SHEET
POLYSTYRENE
CELLULAR
BACKER ROD
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PREPARED CHECKED
No SHEETS
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ISSUE STATUS
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PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
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TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
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MB8SL61
RESTRAINT AND HOLDING DOWN BRACKET - SHEET A
CLASS M
10mm POLYSTYRENE
DETAIL A
-
0 100 200 300mm
100 50
RECESS IN MODULE
75150
0 150 300 450mm
GENERAL NOTES
CLASS 8.8 TO AS/NZS 1252
ROD PROPERTY
STRENGTH THREADED
M30 x 190 LONG HIGH
N24 REBAR
WASHER TO AS/NZS 1252
M30 HIGH STRENGTH
CLASS 8 TO AS/NZS 1252
NUT PROPERTY
M30 HIGH STRENGTH
EQUIVALENT
EL25S13 OR APPROVED
LENTON BOLT COUPLERS
OR APPROVED EQUIVALENT.
HIGH FLOW CEMENTITIOUS GROUT EPIREZ SUPERFLOW HF OR CONBEXTRA HS
DENOTES THE GROUT USED SHALL BE SHRINKAGE COMPENSATED
ACCORDANCE WITH AS 1214.
BOLTS, RODS, NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN
SPECIFICATION B241.
FABRICATION IN ACCORDANCE WITH ROADS AND MARITIME SERVICES
ALL STEEL COMPONENTS SHALL BE HOT DIP GALVANIZED AFTER
RENOVATED WITH TWO PACK ORGANIC ZINC-RICH PRIMER.
AFTER ASSEMBLY DAMAGED GALVANISED SURFACES SHALL BE
OF 1.5mm UNLESS SPECIFIED OTHERWISE.
EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS
SPECIFICATION B240.
ALL FASTENERS TO COMPLY WITH THE REQUIREMENTS OF RMS
WRAPED WITH DENSO TAPE.
AREA OF ANCHOR BOLT TO BE IN CONTACT WITH GROUT SHALL BE
SPECIFICATION B204.
REQUIREMENTS AS GIVEN IN ROADS AND MARITIME SERVICES
ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL
THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1
PROPERTY CLASS 8 TO AS/NZS 1252.
HIGH STRENGTH STEEL NUTS FOR STRUCTURAL BOLTING SHALL BE
RODS SHALL BE 8.8/S IN ACCORDANCE WITH AS 5100.6.
BOLTING CATEGORY FOR HIGH STRENGTH STEEL BOLTS AND THREADED
STEEL SECTIONS SHALL CONFORM TO AS/NZS 3679.1-300.
STEEL PLATES SHALL CONFORM TO AS/NZS 3678-250.
SCALE OR AS SHOWN
THIN NUTS
SNUG TIGHTENING
EPOXY PASTE AFTER
RECESS TO BE FILLED WITH
SNUG TIGHT
AS/NZS 1112.4.
ISO 4035-M30-05 TO
HEXAGON THIN NUT
33 HOLE
80 x 80 x 1.5 HDPE WITH
PLATE
80 x 80 x 25 WASHER
DETAIL D
59
1
-
1
-
FACE OF CURTAIN WALL
OF PIER
LAYOUT AT PIERS
RESTRAINT AND HOLDING DOWN BRACKET
LAYOUT AT ABUTMENTS
RESTRAINT AND HOLDING DOWN BRACKET
A
-
SECTION 1
-
SECTION 1
-
BRACKET
HOLDING DOWN
RESTRAINT AND
BRACKET
HOLDING DOWN
RESTRAINT AND
GROUT
25
NO
M
(T
YP)
130
(T
YP)
160
(T
YP)
100
(T
YP)
35
(T
YP)
130
(T
YP)
160
(T
YP)
100
SHEET No 62
DETAILS SEE
BRACKET. FOR
HOLDING DOWN
RESTRAINT AND 315
60
185
70
70
70
SUPPORT TIMBER
TEMPORARY
TIMBER PACKER
TEMPORARY
NUT AND WASHER
BOLTS WITH M10
M10 X 240 LONG
SECTION 2
-
70
70
125
125
150
45
SHEET No 62
DETAILS SEE
BRACKET. FOR
HOLDING DOWN
RESTRAINT AND
TEMPORARY SUPPORT)
WITH GROUT AFTER REMOVAL
FOOT FERRULES (TO BE FILLED
GALVANIZED ELEPHANTS
M10 x 45 LONG REID
LONG BOLTS
M10 X 175
160 145
130
160 100
EQUIVALENT
EL25S13 OR APPROVED
LENTON BOLT COUPLERS
N24 REBAR
90°(
TYP)
90°
(TYP)
9090
105105
N24 REBAR
WASHER TO AS/NZS 1252
WITH M30 HIGH STRENGTH
PROPERTY CLASS 8.8
STRENGTH BOLTS
M30 x 140 LONG HIGH
25
(T
YP)
SHEET No 62
DETAILS SEE
PLATE. FOR
2/60 x 6PL x 200
TEMPORARY SUPPORT ASSEMBLY
MODULE RESTRAINT AND HOLDING DOWN BRACKET
TO BE REMOVED AFTER GROUTING AND FIXING BRACKET ON SITE
DENOTES OR SUITABLE ALTERNATIVE TEMPORARY SUPPORT AND
NOT BE USED FOR TEMPORARY SUPPORT OF PRECAST MODULE.
TO BE FIXED TO THE MODULE IN THE CASTING YARD AND SHALL
80
80
40
40
25 PLATE
WASHER PLATE
96 REQUIRED
M30 THREADED ROD
33 HOLE FOR
150mm100500
2550
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AT
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PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
MB8SL62
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
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B1000_
MO
DU
LA
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GLE
LA
NE\8
M_S
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MD
TB_S
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CAD No 8MDTB_SL_T3.dgn
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
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DESIGN
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PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
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PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
RESTRAINT AND HOLDING DOWN BRACKET - SHEET B
GENERAL NOTES
SCALE OR AS SHOWN
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 61.
0 100 200 300mm
100 50
400 WC 212
WELDED COLUMN
MODIFIED
400
180
160
390
130
100
400
1109090110
25
20
25
9510510595
400
9090
400
210
160
390
100
130
105105
50
40
100 100
20
70 FOR M30
346 LONG
16 x 32 PLATE
400
210
160
390
100
130
105105
3
-
3
-
2
-
2
-
SECTION 2
-
SECTION 3
-
DOWN BRACKET
RESTRAINT AND HOLDING
ELEVATION
0 100 200 300mm
100 50
24 REQUIRED
RESTRAINT PLATE
170 x 32 PL x 346
RESTRAINT PLATE
CHAMFER
12 x 12
170
76
346
160
108
ELEVATION
PLAN
0 100 200 300mm
100 50
346
400
7070
HOLE
10 THREADED
80
END ELEVATION
TOP VIEW
100 160 130
8
8
TYP
PRECAST MODULE
PLACEMENT OF COUPLERS IN THE
DRILLED USING A TEMPLATE AFTER
HOLES IN TOP FLANGE TO BE MATCH
40 x 50 LONG SLOTTED HOLES.
346 LONG
16 x 32 PLATE
HEADSTOCK/SILL BEAM
COUPLERS IN THE PRECAST
TEMPLATE AFTER PLACEMENT OF
FLANGE TO BE MATCH DRILLED USING A
70 FOR M30 BOLTS. HOLES IN BOTTOM
100160130
32 PLATE
HEADSTOCK/SILL BEAM
COUPLERS IN THE PRECAST
TEMPLATE AFTER PLACEMENT OF
MATCH DRILLED USING A
33 FOR M30 BOLTS. HOLES TO BE
48 REQUIRED
TYP
TYP
PLATES(TYP)
STIFFENER
110 x 20 x 350
PLATES(TYP)
STIFFENER
110 x 20 x 350
200
30 30
60
6PL
48 REQUIRED
PLATE
12 HOLES (TYP)
0 100 200 300mm
100 50
MB8SL64
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B1000_
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MB
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CAD No 8MBRA_SL_T3.dgn
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DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
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PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
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07.10.2016
TRAFFIC BARRIER RAILING - SHEET A
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 65.
SCALE OR AS SHOWN
0
7501 500
1 500 3 000 4 500mm
TYPE B TYPE A1 TYPE C
TYPE A1TYPE C TYPE B
TYPE A2TYPE A1TYPE A2TYPE A1TYPE A2
TYPE A2 TYPE A1 TYPE A2 TYPE A1 TYPE A2
PANEL LAYOUT
EJEJ EJEJ
PIE
R2
PIE
R1
EJ
SPAN 3
AB
UT
ME
NT
A
SPAN 1 SPAN 2
EJEJ
AB
UT
ME
NT
B
EJ
AND CONTROL LINE
OF BRIDGE
9802 000980
3 960
1 7202 500600
4 820
1 720 2 500 600
4 820
9802 000980
3 960
INSIDE ELEVATION
PLANPLAN
INSIDE ELEVATION
PLAN
INSIDE ELEVATION INSIDE ELEVATION
PLAN
PANEL TYPE B
PANEL TYPE C
PANEL TYPE A2
PANEL TYPE A1
2 REQUIRED
2 REQUIRED
6 REQUIRED
6 REQUIRED
65 150
SEE SHEET No 67
FOR DETAILS
150 x 75 x 5 RHS RAILS
SEE SHEET No 66
FOR DETAILS
SEE SHEET No 66
FOR DETAILS
150 x 75 x 5 RHS RAILS
SEE SHEET No 66
FOR DETAILS
150 65 65 150 100 65
65 150 150 65 65 100 150 65
SEE SHEET No 66
FOR DETAILS
150 x 75 x 5 RHS RAILS
SEE SHEET No 67
FOR DETAILS
SEE SHEET No 66
FOR DETAILS
150 x 75 x 5 RHS RAILS
SEE SHEET No 66
FOR DETAILS
250
54 150
300
310
135135
75
MB8SL65
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
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REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0 100 200 300mm
100 50
TRAFFIC BARRIER RAILING - SHEET B
GENERAL NOTES
ACCORDANCE WITH AS 1214.
BOLTS NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN
SPECIFICATION B241.
FABRICATION IN ACCORDANCE WITH ROADS AND MARITIME SERVICES
ALL STEEL COMPONENTS SHALL BE HOT DIP GALVANIZED AFTER
RENOVATED WITH TWO PACK ORGANIC ZINC-RICH PRIMER.
AFTER ASSEMBLY DAMAGED GALVANISED SURFACES SHALL BE
OF 1.5mm UNLESS SPECIFIED OTHERWISE.
EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS
WITH ROADS AND MARITIME SERVICES SPECIFICATION B240.
SUPPLY OF BOLTS, NUTS AND WASHERS SHALL BE IN ACCORDANCE
STEEL WASHER SHALL CONFORM TO AS 1237.1 PRODUCT GRADE A.
OF THE RAILS.
THE LONGITUDINAL SEAM IN RHS MEMBERS SHALL BE ON THE UNDERSIDE
LOOSE FIT.
CONNECTORS TO BE TRIAL FITTED BEFORE GALVANIZING TO ENSURE
END OF RAIL.
SEAM WELD INSIDE RHS TO BE GROUND OFF FOR 250mm MINIMUM FROM
LUBRICATED AND NOT DIMPLED.
CONFORMING TO ISO 13000-1 GRADE 1 AND SHALL BE UNFILLED, NOT
PTFE SPACER SHALL BE 100% VIRGIN POLYTETRAFLUOROETHYLENE
FABRICATION.
RAILINGS AND CONNECTORS SHALL BE HOT-DIP GALVANIZED AFTER
WELDING SYMBOLS COMPLY WITH AS 1101.3.
SPECIFICATION B204.
REQUIREMENTS AS GIVEN IN ROADS AND MARITIME SERVICES
ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL
THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1
AS 5100.6.
FOR HIGH STRENGTH STEEL BOLTS SHALL BE 8.8/S IN ACCORDANCE WITH
BOLTING CATEGORY FOR HIGH STRENGTH STEEL CUP HEAD BOLTS AND
PROPERTY CLASS 8 TO AS/NZS 1252.
HIGH STRENGTH STEEL NUTS FOR STRUCTURAL BOLTING SHALL BE
THEM AS HIGH STRENGTH STEEL BOLTS.
AS/NZS 1252 AND SHALL BE MARKED DURING MANUFACTURE TO DESIGNATE
WITH MATERIAL AND MECHANICAL PROPERTIES IN ACCORDANCE WITH
HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE PROPERTY CLASS 8.8
WITH AS/NZS 1390.
DIMENSIONS AND SHAPE FOR CUP HEAD BOLTS SHALL BE IN ACCORDANCE
MARITIME SERVICES QA SPECIFICATION B240.
ALL FASTENERS MUST CONFORM TO THE REQUIREMENTS OF ROADS AND
AS/NZS 1163-C350LO.
RECTANGULAR HOLLOW SECTIONS SHALL CONFORM TO
ALL STEEL PLATE SHALL CONFORM TO AS/NZS 3678-250.
SCALE OR AS SHOWN
8
-
8
-
SECTION 8
-
9
-
9
-
SECTION 9
-
90
POST SHALL BE PERPENDICULAR TO BASE PLATE
INSIDE ELEVATION
175 x 16 PL x 595 LONG
CUT FROM
150 x 75 x 5 SHS RAILS
TYP
OF POST
OF
PO
ST
5
x 300 LONG
225 x 20 PL
BASE PLATE
15
595
40
R
75
225
75
630
225
17515
15
225
12055 50
15
135
135
300
15
3517515
90
15
300
15
120
TYP
C
C
SLOTTED HOLES TYP
4/ 30 X 34 LONG
FOR M24 BOLTS TYP
WITH 26 HOLE AT CENTRE
4/60 x 4 PL x 60 WASHERS
34
30
20
35
0 100 200 300mm
100 50
0 100 200 300mm
100 50
64 REQUIRED
TO AS/NZS 1252
WITH THREAD LENGTH 100 PROPERTY CLASS 8.8
M24 x 380 LONG HIGH-STRENGTH BOLT FOR
PROPERTY CLASS 8
HIGH-STRENGTH STEEL
M24 NUT AND WASHER
64 REQUIRED
M24 ANCHOR BOLT ASSEMBLY
TO AS 1112.4
HEXAGON THIN NUT ISO 4035-M24-04
M24 ANCHOR BOLT ASSEMBLY
TO AS/NZS 1252
WITH THREAD LENGTH 100 PROPERTY CLASS 8.8
M24 x 320 LONG HIGH-STRENGTH BOLT FOR
PROPERTY CLASS 8
HIGH-STRENGTH STEEL
M24 NUT AND WASHER
TO AS 1112.4
HEXAGON THIN NUT ISO 4035-M24-04
WITH 26 HOLES AT CENTRE
60 x 4 PLATE x 60 WASHERS
WITH 26 HOLES AT CENTRE
60 x 4 PLATE x 60 WASHERS
MB8SL66
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CAD No 8MBRC_SL_T3.dgn
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COPYRIGHT ROADS AND MARITIME SERVICES 2015
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REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0 100 200 300mm
100 50
TRAFFIC BARRIER RAILING - SHEET C
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 65.
SCALE OR AS SHOWN
61
2
-
2
-
VIEW 2
-
4
-
4
-SECTION 3
-
3
-
3
-
670
51
5
-
5
-
7
-
7
-
SECTION 6
-
6
-
6
-
VIEW 5
-
==
1
-
1
-
VIEW 1
-
6515065
AT EXPANSION JOINT
40 GAP
R10 TYP
R10 TYP
8 PLATE x 520 LONG(TYP)
CUT AND BENT FROM
8 PLATE x 670 LONG(TYP)
CUT AND BENT FROM
PTFE SPACER
RAIL CONNECTOR ASSEMBLY AT RAIL CONNECTION
ASSEMBLY AT RAIL CONNECTION
JOINT DETAILS - TYPICAL JOINT
JOINT DETAILS - EXPANSION JOINT
PLAN
REQUIRED
RAIL CONNECTOR
PLAN
CUP HEAD BOLTS NOT SHOWN
ELEVATION
REQUIRED
ELEVATION
PLAN
RAIL CONNECTOR
150 x 75 x 5 RHS RAIL
CUP HEAD BOLTS NOT SHOWN
150 x 75 x 5 RHS RAIL
3 THICK
135
7510017010075
40
135
53 61
40 NOM GAP
65100 10065
150
75
1506565150
150
75
100150170150100
91
110
==
110
43 51 120
280
8
8
5208
8
OF EACH END OF RAIL
2/ 22 HOLES IN BOTTOM FACE
OF EACH END OF RAIL
2/22 x 22 SQUARE HOLES IN TOP FACE
2/ 40 HOLE
IN TOP AND BOTTOM FACE
4/ 22 x 91 LONG SLOTTED HOLES
HOLES
4/ 22 SLOTTED
HOLES
4/ 22 SLOTTED
OF RAIL CONNECTOR
IN BOTTOM FACE
SLOTTED HOLES
4/ 22 x 40 LONG
OF EACH END OF RAIL
2/ 22 HOLES IN BOTTOM FACE
OF EACH END OF RAIL
2/22 x 22 SQUARE HOLES IN TOP FACE
PTFE SPACER 2/ 40 HOLE
REGULAR 280 x 120 x 3
HOLES
RECTANGULAR
HOLES
SLOTTED
IN TOP FACE OF RAIL CONNECTOR
4/22 x 40 LONG RECTANGULAR HOLES
RAIL CONNECTOR
PTFE SPACER 2/ 40 HOLE
REGULAR 280 x 120 x 3
SECTION 4
-
0 20 40 60 80 100mm
1020
SECTION 7
-
0 20 40 60 80 100mm
1020
SQUARE COLLAR ON BOLT
SQUARE COLLAR ON BOLT
CONNECTION
WASHER 4 ASSEMBLIES REQUIRED PER
HIGH STRENGTH STEEL NUT AND
HEAD BOLTS, THREAD LENGTH 60 WITH
M20 x 115 HIGH STRENGTH STEEL CUP
CONNECTION
WASHER 4 ASSEMBLIES REQUIRED PER
HIGH STRENGTH STEEL NUT AND
HEAD BOLTS, THREAD LENGTH 60 WITH
M20 x 115 HIGH STRENGTH STEEL CUP
PTFE SPACER 40 HOLE
REGULAR 280 x 120 x 3
8 THICK PLATE
1010
NOM. GAP
NOM. GAP50
20
400
110
150
75
DETAIL A
-
390 LONG (TYP)
FROM 8 PLATE
CUT AND BEND
8
43 51
102
110
8
10
R
MB8SL67
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
MB
RD_S
L_T3.d
gn
11:2
3:2
7A
M
CAD No 8MBRD_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0 100 200 300mm
100 50
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 65.
SCALE OR AS SHOWN
TRAFFIC BARRIER RAILING- SHEET D
10
-
10
-
12
-
12
-
13
-
13
-
VIEW 12
-
SECTION 13
-
14
-
14
-
20
10
20
20
20
20
10
20
20
10
10
11
-
11
-
10
8
A
-
6
SECTION 10
-
SECTION 11
-
22
3 THICK
PTFE SPACER
ASSEMBLY AT END CONNECTION
PLAN
150x75x5 RHS
150x75x5 RHS
ELEVATION
GUARDRAIL
THRIE BEAM
10 THICK PLATE
530
176
190
164
410
390
71108108123
249
161
35
88
TYP
8
35
540
520
176
190
154
10
60 80
10
151
51
22
51
249
6
340
120
9515095
540
150
100150140
820110
123 108 108 71
70
80
410
820
100150140
55
55
65
FACE OF RAIL
2/ 22 HOLES IN BOTTOM
TOP FACE OF RAIL.
2/22x22 SQUARE HOLES IN
2/ 40 HOLE
PTFE SPACER 2/ 40 HOLE
REGULAR 340 x 120 x 3
TYP
70
FACE(TYP)
IN TOP AND BOTTOM
SLOTTED HOLES
2/ 22x70 LONG
TYP
70
100150140
TYP
70
TYP
70
FACE(TYP)
IN TOP AND BOTTOM
SLOTTED HOLES
2/ 22x70 LONG
M16 BOLTS GRADE 8.8
6/ 18 HOLES FOR
0 20 40 60 80 100mm
1020
SECTION 14
-
0 20 40 60 80 100mm
1020
2 ASSEMBLIES REQUIRED PER CONNECTION
STRENGTH STEEL NUT AND WASHER
BOLTS, THREAD LENGTH 60 WITH HIGH
M20 x 115 HIGH STRENGTH STEEL CUP HEAD
SQUARE COLLAR ON BOLT
SEE DETAIL
EASE OF INSTALLATION.
GLUED TO RHS FOR
PTFE SPACER 2/ 40 HOLES
REGULAR 340 x 120 x 3
0 200 400 600 800
200 100
1 000mm
TYPICAL END CONNECTION AT APPROACHES
NOT USED
CONNECTOR (B006)
THRIE BEAM TERMINAL
TRAFFIC BARRIER
LOW PERFORMANCE
CONNECTION BRACKET WINGWALL
TOP OF ABUTMENT
AND POSTS
THRIE BEAM 501500535
834
800
MB8SL68
A
B
C
A
B
B
A
BC
D
B
AC
B
A
B
C
A
B
C
D E
E
A
B
C
D
A
B
E
B
C
D
B
A
D
A
B
D
BENDS
FITMENT
C
A
EB
BENDS
FITMENT
A
B
C
D
DA
BENDS
FITMENT
B
A
D
A
A
B
C
A
B
C
A
B
C
B
A
E
A
B C
D
BA
DC
E
B
A
B C
C
B
A
B
C D
A
A
D
C
B
A
B
C
D
B
C E
A
D
A
CB D
E
A
D
E
B
C
B
A
A
B
C
D
BA
BENDS
FITMENT
BENDS
FITMENT
B
A
A
B
A
A
175
175
C C
A
A C
A
C
D = OD
A = LAP
C C
STANDARD SHAPE
ROADS AND MARITIME SERVICES
STANDARD SHAPE
ROADS AND MARITIME SERVICES
STANDARD SHAPE
ROADS AND MARITIME SERVICES
STANDARD SHAPE
ROADS AND MARITIME SERVICES
E
F
BENDS
FITMENT
BENDS
FITMENT
BAR SHAPES DIAGRAM
MB10SL68
TC
Y
BENDS
FITMENT
HOOKS
AND
BENDS
FITMENT
HOOKS
AND
BENDS
FITMENT
D = INTERNAL DIA
SHAPE
BAR SHAPE CODE
BAR STRUCTURAL PROPERTIES
HOOK
AND
BENDS
FITMENT
CODE
HOOKS
FITMENT
XH
HOOKS
AND
BENDS
FITMENT
DZ
FZ
CZ
NON STANDARD
AZ
K
M
HOOKS
AND
BENDS
FITMENT
C
HZ
BENDS
FITMENT
BENDS
FITMENT
BAR SIZE IN MILLIMETRES
WIRES
OF THE MAIN
DIRECTION
'A' IS IN THE
T FOR INTERNAL PRECAST MODULE
E FOR EXTERNAL PRECAST MODULE
STRUCTURE ELEMENT DENOTATIONS USED FOR PRECAST MODULES ARE:
NUMBER OF BARS IN THE SET
SPACING ALONG LIMIT LINE
STRUCTURE ELEMENT DENOTATION
BAR NUMBER IN SEQUENCE
D FOR DECK
S FOR ABUTMENT SILL BEAMS
H FOR PIER HEADSTOCK
INCLUDING STITCH POUR
W FOR WINGWALLS
C FOR COLUMNS AT PIERS
F FOR FOOTING AT PIERS
RETAINING WALLS
R FOR ABUTMENT B
INCLUDING STITCH POUR
B FOR ABUTMENT B FOOTINGS
INCLUDING STITCH POUR
A FOR ABUTMENT A FOOTINGS
STRUCTURE ELEMENT DENOTATIONS USED ELSEWHERE ARE :
HT
R = EXT RADIUS
R
CT
F
VL
XT
RC
B
SH
D
A
AUSTRALIAN STANDARD
SHAPE
BENDS
FITMENT
SP
U
S
H
D = BEND DIA.
REINFORCEMENT NOTES
BAR MARKING LEGEND
HH VV
J
JJ
LL
V
L
LH
SHAPE
SHAPE
CODE
SHAPE
CODE
AUSTRALIAN STANDARD
SHAPE
SHAPE
CODE
SHAPE
CODE SHAPE
NON STANDARDAUSTRALIAN STANDARD
SHAPE SHAPECODE
G
N
P
BENDS
FITMENT
CODE
BENDS
FITMENT
E
W
SHAPE
CODE
SHAPE
CODE
Q
INFORMATION FOR PLACING
SHAPE
A1 10-N16-S-300EF
ON THE DRAWINGS IS AS FOLLOWS:
THE METHOD USED TO LABEL REINFORCEMENT
SECTION 5.13 OF AS 5100-BRIDGE DESIGN.
9 BAR BENDING AND HOOK DETAILS SHALL BE IN ACCORDANCE WITH
8 BARS OF DIAMETER GREATER THAN 24mm SHALL NOT BE REBENT.
NO DIMENSION SHOWN.
7 THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE IF
FROM THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.
6 DIMENSIONS SHOWN ON BAR SHAPES DIAGRAMS ARE MEASURED
REINFORCING FABRIC (RECTANGULAR AND SQUARE), RESPECTIVELY.
5 WHERE SHOWN ON THE DRAWINGS, RL AND SL SHALL DENOTE WELDED
REINFORCING BARS EQUIVALENT TO GRADE R500L TO AS/NZS 4671.
4 WHERE SHOWN ON THE DRAWINGS, "W" SHALL DENOTE PLAIN ROUND
SHALL BE D500N TO AS/NZS 4671.
3 THE GRADE OF REINFORCEMENT, IF NOT STATED ON THE DRAWINGS,
AS/NZS 4671 FABRIC NUMBER.
2 BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES, OR THE
AS 1100.501.
1 AUSTRALIAN STANDARD BAR SHAPES ARE IN ACCORDANCE WITH
A1 10-N16-S-300EF APPROX
ONLY, THE FOLLOWING FORMAT SHALL BE USED:
WHERE THE BAR SPACING IS APPROXIMATE
KZ
NON STANDARDSHAPE
CODE SHAPE
BENDS
FITMENT
ELEVATION END VIEW
270
B
A
270
D
B
175
A
270
270A
B
C
B
A
D
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndardsin
Develo
pm
ent\
B1000_
MO
DU
LA
RB
RID
GE\SIN
GLE
LA
NE\8
M_S
L_T3\S
TD
DR
AWIN
GS\8
MB
AR
SH
P_S
L_T3.d
gn
11:2
3:2
8A
M
CAD No 8MBARSHP_SL_T3.dgn
THIS
DR
AWIN
GIS
CO
NFID
EN
TIA
LA
ND
SH
ALL
ON
LY
BE
US
ED
FO
RT
HE
PU
RP
OS
EO
FT
HE
NO
MIN
AT
ED
PR
OJE
CT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
SHEET NoISSUE
BRIDGE No
No OF PLANS
REGISTRATION
DESIGN
DRAWING
PREPARED CHECKED
No SHEETS
ISSUE DATE ADMENDMENT DESCRIPTION PREP CHECK AUTH
ISSUE STATUS
www.rms.gov.au
PHONE (02) 8837-0811
BRIDGE ENGINEERING SECTION
PREPARED BY
COUNTRY BRIDGE SOLUTIONS MODULAR BRIDGE DRAWINGS
TYPE 3 - 1 LANE - 8m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 40DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016