country bridge solutions...site factor (as 1170-1993): importance factor: design traffic speed: road...
TRANSCRIPT
COPYRIGHT ROADS AND MARITIME SERVICES 2015
DIFFERENTIAL SETTLEMENT: mm TOTAL BETWEEN BRIDGE SUPPORTS
TYPE 2 - 1 LANE - 10m SPAN
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
ISSUE
MODULAR BRIDGE DRAWINGS
No OF SHEETSSHEET No
ISSUE STATUS:
MB10SL01
LOCALITY PLAN
COUNTRY BRIDGE SOLUTIONS
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
39
= m/sec at ULS
DESIGN SPEED = m/sec at SLS
JACKING OF BRIDGE DECK FOR BEARING REPLACEMENT
+-
CBS MODULAR BRIDGE DESIGN REQUIREMENTS
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 LOADS PER JACK ARE 50kN (SLS) AND 60kN (ULS).
FOR JACKING LOCATIONS REFER SHEET Nos 7, 14, 16, 18 AND 20.
10 TONNES JACK.
JACKING PLATE (FOR INFORMATION ONLY) TO BE 120mm x 16PL x 120mm FOR
DEPTH OF DEBRIS MATTRESS mm
DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
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
REGISTRATION No OF PLANS
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
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
CONSTRUCTION JOINTS
WHEN CRACKS WIDER THAN 0.2mm DEVELOP ON THE DECK SURFACE OR ALONG THE
WHICH IS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH RMS QA SPECIFICATION B344,
3. THE STRUCTURE HAS BEEN DESIGNED FOR THE WEIGHT OF WATERPROOF MEMBRANE
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.
AND WINGWALLS FOR BARRIERS WITH HIGHER PERFORMANCE LEVEL THAN LOW.
· TRAFFIC BARRIER, RAILING, ATTACHMENTS, REINFORCEMENTS IN THE PRECAST MODULES
· THE PIER HEADSTOCK SUPPORTING UNEQUAL SPANS ON EACH SIDE.
WATER FLOW VELOCITY EXCEEDS 4m/s AND WHERE THE OVERTOPPING EXCEEDS 5m.
· DECK MODULE 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
REFERENCE DOCUMENTS:
W Ariyaratne
07.10.2016
SCHEDULE OF DRAWINGS AND LIST OF SPECIFICATIONS
SCHEDULE OF DRAWINGS
MB10SL02
No. SPECIFICATION TITLE
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
MB10SL68
MB10SL67
MB10SL66
MB10SL65
MB10SL64
MB10SL63
MB10SL62
MB10SL61
MB10SL60
MB10SL59
MB10SL58
MB10SL57
MB10SL56
MB10SL55
MB10SL54
MB10SL53
MB10SL52
MB10SL51
MB10SL50
MB10SL24
MB10SL23
MB10SL22
MB10SL21
MB10SL20
MB10SL19
MB10SL18
MB10SL17
MB10SL16
MB10SL15
MB10SL14
MB10SL13
MB10SL12
MB10SL11
MB10SL10
MB10SL09
MB10SL08
MB10SL07
MB10SL06
MB10SL05
MB10SL04
MB10SL03
MB10SL02
MB10SL01
SPECIFICATIONS
LIST OF RMS QA CONSTRUCTION
NOTE: SHEETS No MB10SL20 TO MB10SL22, MB10SL25 TO MB10SL49 AND MB10SL54 NOT USED
BAR SHAPES DIAGRAM
TRAFFIC BARRIER RAILING - SHEET D
TRAFFIC BARRIER RAILING - SHEET C
TRAFFIC BARRIER RAILING - SHEET B
TRAFFIC BARRIER RAILING - SHEET A
DECK REINFORCEMENT - SHEET B
DECK REINFORCEMENT - SHEET A
HOLDING DOWN BRACKET DETAIILS
DECK CONCRETE - SHEET C
DECK CONCRETE - SHEET B
DECK CONCRETE - 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
NOT USED
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 - 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
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
MB10SL03
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 10m SPANS ARE SIMILAR UNLESS SPECIFIED OTHERWISE
BRIDGE WITH 3/10m SPANS SHOWN. BRIDGES WITH 1/10m 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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
1
4
1
4
AND CONTROL LINE
OF BRIDGE
�
RL
CH
RL
CH
RL
CH
RL
CH
BEARING
PLAN
1%
1%
1%
1%
1%
1%
1%
1%
TO BE ADDED TO SUIT BRIDGE LOCATION
SPILL THROUGH BATTER, CONTOURS, WATER FLOW DIRECTION AND NORTH DIRECTION
295 25 29525
SPAN 3
9 995
SPAN 2
10 000
SPAN 1
9 995
ALONG CONTROL LINE
EXISTING SURFACE LEVEL
ALONG CONTROL LINE
DESIGN SURFACE LEVEL
ALONG CONTROL LINE
CHAINAGE
DATUM RL
R RR RR R
DJ
CL
END OF SUPERSTRUCTURE
AB
UT
ME
NT A
EN
D O
F D
EC
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END OF SUPERSTRUCTURE
AB
UT
ME
NT B
EN
D O
F D
EC
K
PIE
R 1
PIE
R 2
CL
CL
CL
(INDICATIVE)
SURFACE LEVEL
APPROX NATURAL
FROM TO
DESIGN GUIDE AND AS 5100 (TYP)
LEVEL TO SUIT RMS ROAD
THRIE BEAM OR HIGHER
ELEVATION
OVERALL LENGTH OF DECK = 30 630
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
DJ DJ DJ
REFER TO SUBSTRUCTURE - OPTION 1
SHOWN. FOR OTHER FOUNDATION TYPES
REINFORCED CONCRETE FOOTING
GENERAL ARRANGEMENT - SHEET B
MB10SL04
0
500 250
500 1 500mm1 000
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 3.
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
DESIGNED BY SUITABLY QUALIFIED ENGINEER TO SUIT SPECIFIC BRIDGE SITE.
DENOTES COLUMNS AND FOOTINGS OR PILE CAP AND PILES TO BE
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%
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%
DOWN BRACKET (TYP)
MODULE HOLDING
DOWN BRACKET (TYP)
MODULE HOLDING
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
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
CLOSURE STRIP
CONCRETE
CAST-IN-SITU
PLINTH
SHEAR KEY
CLOSURE STRIP
CONCRETE
CAST-IN-SITU
PLINTH
SHEAR KEY
CONCRETE (TYP)
PRECAST MODULE
CONCRETE (TYP)
PRECAST MODULE
FOOTING/PILE CAP
CONCRETE
REINFORCED
CAST-IN-SITU
FOOTING/PILE CAP
CONCRETE
REINFORCED
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
MB10SL05
0 5m4321
1 0.5
SITE PLAN
GENERAL ARRANGEMENT - SHEET C
PRECAST REINFORCED CONCRETE PILES AT PIERS AND ABUTMENTS
SUBSTRUCTURE - OPTION 2
GENERAL NOTES
DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
MULTIPLE EQUAL OF 10m SPANS ARE SIMILAR UNLESS SPECIFIED OTHERWISE
BRIDGE WITH 3/10m SPANS SHOWN. BRIDGES WITH 1/10m 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.
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
2
6
2
6
AND CONTROL LINE
OF BRIDGE
�
RL
CH
RL
CH
RL
CH
RL
CH
BEARING
PLAN
1%
1%
1%
1%
1%1
%
1%
1%
TO BE ADDED TO SUIT BRIDGE LOCATION
SPILL THROUGH BATTER, CONTOURS, WATER FLOW DIRECTION AND NORTH DIRECTION
SPAN 3
9 995
SPAN 2
10 000
SPAN 1
9 995
OVERALL LENGTH OF DECK = 30 630
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 DJ
CL
CL
AB
UT
ME
NT A
EN
D O
F D
EC
K
AB
UT
ME
NT B
EN
D O
F D
EC
K
PIE
R 1
PIE
R 2
END OF SUPERSTRUCTURE END OF SUPERSTRUCTURE
CL
CL
(INDICTIVE)
SURFACE LEVEL
APPROX NATURAL
FROM TO
DESIGN GUIDE AND AS 5100 (TYP)
LEVEL TO SUIT RMS ROAD
THRIE BEAM OR HIGHER
ELEVATION
295 25 25 295
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
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 SHOWNSECTION 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%
DOWN BRACKET (TYP)
MODULE HOLDING
BARRIER (TYP)
LEVEL TRAFFIC
LOW PERFORMANCE
OPTION 2 WITH FOUR PRECAST REINFORCED CONCRETE PILES
CONCRETE (TYP)
PRECAST MODULE
CLOSURE STRIP
CONCRETE
CAST-IN-SITU
PLINTH
SHEAR KEY
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
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 DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.
2
No OF PILES/COLUMNS/ANCHORAGE GROUPS
3390
VOID/PILE SPACING
2
8,9
2
8,9
3
8,9
3
8,9
OF BRIDGE
CONTROL LINE
OF BRIDGE AND
(TYP)
LIFTING ANCHOR
280
2 4502 450
2 1002 100350 350
4 900UPSTREAMDOWNSTREAM
280 280
1 2501 250
90° TYP
280 AND VOIDS
OF BEARINGS
STITCH POUR(TYP)
CAST-IN-SITU CONCRETE
PLINTH
SHEAR KEY
PLATE(TYP)
OF JACKING B
-
9595
CEMENT MORTAR
15 NOM
SEE SHEET No 51
FOR DETAILS
(TYP)
FORMED RECESS
�80 x 70 DEEP
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
AND VOID
OF BEARING
AND VOID
OF BEARING
FOOTING/PILE CAP AND PILES
REINFORCED CONCRETE
OPTION 1 - WITH
(TYP)(TYP)(TYP)
MB10SL07
PRECAST ABUTMENT SILL BEAMS CONCRETE
1500m1000500
250500
0
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
7/1
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THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
300
230
1
-
1
-
540
250
980
1 0
00
150
LIFTING ANCHOR
CJ
DENOTES JACKING PLATE LOCATIONS
CH
END OF DECK
WINGWALL (TYP)
PRECAST
RL
RL
RL
RL
RL
RL
RL
PLAN
ELEVATION
�
�
OF BEARING (TYP)
�
900 900
2%
A
-
1 1301 130 685 685
2%
1 130 565 1 130565
SILL BEAM
ABUTMENT
PRECAST
TY
P
415
�
OF VOIDS (TYP)
�
OF COUPLERS (TYP)
�
FOR SPACING
REFER GENERAL NOTES
STITCH POUR(TYP)
CAST-IN-SITU CONCRETE
550 x 550 VOID FOR
�
ANGLE
PROTECTION
125 125
250
430
205
225
100 200 300 400 500mm0
100 50
100 200 300 400 500mm0
100 50
DETAIL A
-
DETAIL B
-
�
OF BEARING
230
OF 450 MPa)
(MIN YIELD STRENGTH
TO ASTM A276
PROJECTION LENGTH
DOWEL WITH 160mm
STAINLESS STEEL
GRADE 220S
�45 x 600 LONG
315
565
EQUIVALENT(TYP)
AND N20 REBAR OR APPROVED
COUPLER EL20S13
LENTON BOLT
30
680300
SECTION 1
-
0
125250
250 500 750mm
230
A
60
980
680300
SECTION 1
-
0
125250
250 500 750mm
230A
60
980
CJ CJ
DETAIL
CHAMFER SEE
RECESS AND
DETAIL
CHAMFER SEE
RECESS AND
��
900
735
900
735
SHEET No 9(TYP)
FOR DETAILS SEE
PROTECTION ANGLE.
DECK SURFACE(TYP)
WITH B80 TO MATCH
SURFACE IN ACCORDANCE
TO HAVE BROOM FINISH
TOP OF CURTAIN WALL
50
50
175550255
MB10SL08
PRECAST ABUTMENT WINGWALL CONCRETE - SHEET A
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 11.4 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
CONTACT WITH CONCRETE STITCH POUR SHALL BE
ALL SURFACES OF VOIDS IN PRECAST SILL BEAM AND IN WINGWALL IN
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
7/1
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THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
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
1 6
35
1 6
35
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
-
16
-
16
-
MB10SL09
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
7/1
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THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
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
1 6
35
RL
680 300 3 700
RL
RL
1 6
35
RL RL
RL
RL
OF BEARING OF 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
0 200 400 600 800
200 100
1 000mm
MB10SL10
GENERAL NOTES
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.
PRECAST ABUTMENT SILL BEAM REINFORCEMENT
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690 530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
1520
1170
1870
1440
2760
1740
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL20S13 AND N20 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.
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
7/1
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
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-150 150 115 115 115 115115 150115
AS SHOWN IN SECTION
S2 4-N20-S-EF SPACED S3 4-N16-S-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
S18 1-N20-LLS18 1-N20-LL
S1
S18
S18
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-115
S6 4-N16-DZ-150
S6 4-N16-DZ-150
S6 4-N16-DZ-150
S5
S4 AND
S5
S4 AND
S5
S4 ANDS6 S6 S6
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
No 11 AND 12
REFER TO SHEETS
REINFORCEMENT
PRECAST WINGWALL
No 11 AND 12
REFER TO SHEETS
REINFORCEMENT
PRECAST WINGWALL
190 1 105
80
1
-
WITH S1 BARS
S10 5-N16-E LAPPED
S4 AND S5
S10
WITH S1 BARS
S10 5-N16-E LAPPED
S10
1 REQUIRED FOR ABUTMENT B
1 REQUIRED FOR ABUTMENT A
7
-
No 11 AND 12
REFER TO SHEETS
REINFORCEMENT
PRECAST WINGWALL
83
438
162
162
83
438
162
162
SECTION 1
-
SECTION 2
-
100 200 300 400 500mm0
100 50
100 200 300 400 500mm0
100 50
510
100180
480
100290120
SECTION 7
-
8
-
8
-
SECTION 8
-
100 200 300 400 500mm0
100 50
100 200 300 400 500mm0
100 50
8
-
130
TY
P
270
FR
OM T
OP O
F PIL
E/C
OL
UM
N
PR
OT
RU
DIN
G R
EIN
FO
RC
EM
EN
T
2 EQUAL
550
75 COVER 75 COVER40 COVER
3 E
QU
AL S
PA
CE
S
3 E
QU
AL S
PA
CE
S
S1
S2
S1S1
S1
S16
S15
SPACES
CJ CJ
CJ
S3 S3
S17 3-N20-HT-150
AS SHOWN IN SECTION
S15 3-N20-A SPACED
S16 1-N20-A
S18
750
S6
S4
S5
S9 S9
S17
315
4 S
PA
CE
S A
T 1
50
S2
MB10SL11
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HA
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NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
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 G
AP
40 G
AP
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
MB10SL12
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndards in D
evelo
pm
ent\
B1000_
MO
DU
LA
R B
RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\1
0M
WB_S
L.d
gn
2:0
0:3
5 P
M
CAD No 10MWB_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
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 G
AP
40 G
AP
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
MB10SL13
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndards in D
evelo
pm
ent\
B1000_
MO
DU
LA
R B
RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\1
0M
WC_S
L.d
gn
2:0
0:3
6 P
M
CAD No 10MWC_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
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
MB10SL14
PIERS PRECAST HEADSTOCK - 2 COLUMNS - CONCRETE
0 200 400 600 800
200 100
1 000mm
3
RMS SPECIFICATION B241
DENOTES HOT DIP GALVANIZED IN ACCORDANCE WITH
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 DENSITY OF CONCRETE OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 9.1 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 TWO CIRCULAR COLUMNS ON
(TYP)
OF BEARING C
COLUMN(TYP)
800
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGE C
OF BEARINGS
OF PIER AND VOIDS
OF BEARINGS
C
C
C240
240
PLINTH
SHEAR KEY
AND CONTROL LINE
OF BRIDGE C
6851 130635
280
215
215
450
900
330
330
450
B
-
280
1
-
1
-
3
-
3
-
PLAN
DENOTES JACKING PLATE LOCATIONS
125 125
685 1 130 635
280 280
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
TY
P
415
UPSTREAMDOWNSTREAM
A
-
1 2501 250
�
300 300
OF COUPLERS(TYP)
SECTION 1
-
100 200 300 400 500mm0
100 50
33
B
23
2
23
2
23
175
900
275275 175
215215
HEADSTOCK
POUR (TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
C OF PIER AND VOID
FOR DETAILS SEE SHEET No 51
FORMED RECESS (TYP)
80 x 70 DEEP
COLUMN
800
C
(TYP)
50 x 50 CHAMFER
100 200 300 400 500mm0
100 50
5050 240240
SECTION 3
-
900
800
PLINTH
SHEAR KEY
160
STRENGTH OF 450 MPa)
ASTM AS76 (MIN YIELD
STEEL DOWEL TO
GRADE 2205 STAINLESS
�30 x 600 LONG
OF BEARING
900
415
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
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evelo
pm
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B1000_
MO
DU
LA
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RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\1
0M
2C
P_S
L.d
gn
2:0
0:3
7 P
M
CAD No 10M2CP_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
DETAIL B
-
OF BEARINGS
OF BEARINGS
OF PIER
100 200 300 400 500mm0
100 50
C
C
C
215
215
OF BEARINGSC
DETAIL A
-
100 200 300 400 500mm0
100 50
350
350
9595
EQUIVALENT(TYP)
AND N20 REBAR OR APPROVED
LENTON BOLT COUPLER EL20S13
FORMED RECESS(TYP)
80 x 70 DEEP
0 200 400 600 800
200 100
1 000mm
MB10SL15
PIERS PRECAST HEADSTOCK - 2 COLUMNS - REINFORCEMENT
GENERAL NOTES
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690 530
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 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.
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL20S13 AND N20 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 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
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
H4
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
H11 1-N20-LL
H11 1-N20-LL H11 1-N20-LL
H11 1-N20-LL
H11 H11
WITH H5
H6 4-N16-LL LAPPED
WITH H5
H6 4-N16-LL LAPPED
80
150 120
80
150120
WITH H4
H7 4-N16-E LAPPED
WITH H4
H7 4-N16-E LAPPED
650
190 1 105
(TYP)(TYP)
3
-
65
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
SECTION 3
-
100 200 300 400 500mm0
100 50
4
-
4
-
SECTION 4
-
100 200 300 400 500mm0
100 50
4
-
130270100270
4 EQUAL SPACES
H4
H5
H4
H5
-
44 S
PA
CE
S A
T 1
50
65
TY
P
270
115 285 100 285 115 115285100400
AS SHOWN IN SECTION
H9 1-N20-A PLACED
H10H10
H4 H4
H1
H2
H3
H8
H9H9
AS SHOWN IN SECTION
H8 5-N20-A SPACED
550
H10 2-N16-FZ-130
3 BUNDLES
750
H12
H11
(TYP)
100
4 S
PA
CE
S A
T 1
50
H11
FR
OM T
OP O
F C
OL
UM
N
PR
OT
RU
DIN
G R
EIN
FO
RC
EM
EN
T
7/1
0/2
016
K:\
Bridge\Sta
ndards_2015\Sta
ndards in D
evelo
pm
ent\
B1000_
MO
DU
LA
R B
RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\1
0M
2C
R_S
L.d
gn
2:0
0:3
9 P
M
CAD No 10M2CR_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
90° TYP
MB10SL16
PIERS PRECAST HEADSTOCK - 4 COLUMNS - CONCRETE
3
0 200 400 600 800
200 100
1 000mm
ACCORDANCE WITH SUPPLIERS RECOMMENDATIONS.
DENOTES HOT DIP GALVANIZED AND BAR TO BE TIGHTENED IN
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 DENSITY OF CONCRETE OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 6.5 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 BEARING C
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGE C
OF BEARINGS
OF PIER AND VOIDS
OF BEARINGS
C
C
C
PLINTH
SHEAR KEY
AND CONTROL LINE
OF BRIDGE C
6851 130635
280
215
215
450
900
330
330
450
B
-
280
1
-
1
-
3
-
3
-
PLAN
DENOTES JACKING PLATE LOCATIONS
125 125
685 1 130 635
280 280
RL
RL
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
7551 1305655651 130755
UPSTREAMDOWNSTREAM
240
240
TY
P
415
COLUMN(TYP)
�600
A
-
1 2501 250
300300
�
2
-
2
-
OF COUPLERS(TYP)
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
900
175
900
275275 175
215215
HEADSTOCK
POUR(TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
POUR(TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
175 275275 175
215215C OF PIER AND VOID OF PIER AND VOID
COLUMN
�600
C C
C
STRENGTH OF 450 MPa)
ASTM AS76 (MIN YIELD
STEEL DOWEL TO
GRADE 2205 STAINLESS
�45 x 600 LONG(TYP)
50 x 50 CHAMFER
100 200 300 400 500mm0
100 50
5050 240240
SECTION 3
-
900
800
160
415
450450
750
COLUMN
�600
OF BEARING OF BEARING
PLINTH
SHEAR KEY
FOR DETAILS SEE SHEET No 51
FORMED RECESS(TYP)
80 x 70 DEEP
7/1
0/2
016
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P_S
L.d
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0:4
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CAD No 10M4CP_SL.dgn
THIS D
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L A
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SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
DETAIL B
-
OF BEARINGS
FORMED RECESS (TYP)
80 x 70 DEEP
OF BEARINGS
OF PIER
OF BEARINGSC
100 200 300 400 500mm0
100 50
C
C
C
215
215
DETAIL A
-
100 200 300 400 500mm0
100 50
350
350
9595
EQUIVALENT (TYP)
AND N20 REBAR OR APPROVED
LENTON BOLT COUPLER EL20S13
0 200 400 600 800
200 100
1 000mm
MB10SL17
PIERS PRECAST HEADSTOCK - 4 COLUMNS - REINFORCEMENT
GENERAL NOTES
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.
OTHERWISE.
REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED
REINFORCEMENT FOR OPTION 1 WITH FOUR COLUMNS IS SHOWN.
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
b) OTHER BARS:
510
430 910
650
690 530
880 1190
N20 N24N16BAR SIZE: N12 N28
N32 N36
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 EL20S13 AND N20 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
H3 3-N16-HH-150
H2 3-N16-HT-150
H4
1
-
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
H1
H3
H2 AND
H1
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
150 115
80
ELEVATION
H11H11
H11 1-N20-LL
H11 1-N20-LL
H11 1-N20-LLH11 1-N20-LL
WITH H5
H6 3-N16-LL LAPPED115 115 115 115 150115
WITH H4
H7 4-N16-E LAPPEDLAPPED WITH H4
H7 4-N16-E
190 1 105
(TYP)(TYP)
3
-
LAPPED WITH H5
H6 3-N16-LL
65
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
130270100270
H4
H5
H4
4 E
QU
AL S
PA
CE
S
65
TY
P
270
115 285 100 285 115 115285100400
H4 H4
H1
H2
H3
SECTION 3
-
100 200 300 400 500mm0
100 50
4
-
4
-
SECTION 4
-
100 200 300 400 500mm0
100 50
4
-
4 EQUAL SPACES
-
4
AS SHOWN IN SECTION
H9 1-N20-A PLACED
H10H10
H8
H9H9
AS SHOWN IN SECTION
H8 5-N20-A SPACED
550
H10 2-N16-FZ-130
3 BUNDLES
H11
570
H11
H5
(TYP)
100
THE DESIGNER TO SUIT SUBSTRUCTURE DESIGN.
OF THESE BARS SHALL BE DETERMINED BY
THE NUMBER AND DEVELOPMENT LENGTH
INTO SILL BEAM ARE INDICATIVE ONLY.
BARS FROM TOP OF COLUMN
DENOTES TYPICAL PROTURUDING REINFORCING
7/1
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CAD No 10M4CR_SL.dgn
THIS D
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ND S
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D F
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HE N
OMIN
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
90° TYP
DOWNSTREAM UPSTREAM
MB10SL18
PIERS PRECAST HEADSTOCK - 4 PILES - CONCRETE
0 200 400 600 800
200 100
1 000mm
3
RMS SPECIFICATION B241
DENOTES HOT DIP GALVANIZED IN ACCORDANCE WITH
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 DENSITY OF CONCRETE OF 2550kg/m .
MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 7.7 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
REINFORCED CONCRETE PILES
OPTION 2 WITH FOUR PRECAST
(TYP)
OF BEARING C
PIER 2 CH
PIER 1 CH
AND CONTROL LINE
OF BRIDGE C
OF BEARINGS
OF BEARINGS
C
C
C
PLINTH
SHEAR KEY
AND CONTROL LINE
OF BRIDGE C
6851 130635
215
215
450
900
330
330
450
B
-
280
1
-
1
-
2
-
2
-
PLAN
DENOTES JACKING PLATE LOCATIONS
125 125
685 1 130 635
280
RL
RL
ELEVATION
2 4502 450
2%
RL
RL LIFTING ANCHOR
CONCRETE HEADSTOCK
PRECAST REINFORCED
900
7551 1305655651 130755
TY
P
415
240
240
A
-
1 2501 250
300
PILES
REINFORCED CONCRETE
450 x 450 PRECAST
280 280
�
LIFTING ANCHORS
OF PIER AND VOIDS
POUR(TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
OF COUPLERS(TYP)
100 200 300 400 500mm0
100 50
175550175
215215
HEADSTOCK
900
450 x 450 PILE
SECTION 1
-
OF PIER AND VOID
��
(TYP)
50 x 50 CHAMFER
100 200 300 400 500mm0
100 50
5050 240240
SECTION 2
-
900
800
160
OF BEARING
900
415
PLINTH
SHEAR KEY
STRENGTH OF 450 MPa)
ASTM AS76(MIN YIELD
STEEL DOWEL TO
GRADE 2205 STAINLESS
�30 x 600 LONG
POUR(TYP)
CONCRETE STITCH
FOR CAST-IN-SITU
550 x 550 VOID
FOR DETAILS SEE SHEET No 51
FORMED RECESS(TYP)
�80 x 70 DEEP
25
(T
YP)
7/1
0/2
016
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Bridge\Sta
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B1000_
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0M
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P_S
L.d
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2:0
0:4
2 P
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CAD No 10M4PP_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
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L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
DETAIL B
-
OF BEARINGS
OF BEARINGS
OF PIER
C
100 200 300 400 500mm0
100 50
C
C
C
OF BEARINGS
215
215
DETAIL A
-
100 200 300 400 500mm0
100 50
350
350
9595
EQUIVALENT(TYP)
AND N20 REBAR OR APPROVED
LENTON BOLT COUPLER EL20S13
FORMED RECESS(TYP)
80 x 70 DEEP
MB10SL19
PIERS PRECAST HEADSTOCK - 4 PILES - 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
690 530
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 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.
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL20S13 AND N20 REBAR TO BE THREADED
DENOTES NUMBER OF BARS TO BE ADJUSTED TO SUIT THE NUMBER OF VOIDS.
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
H3 3-N16-HH-150
H2 3-N16-HT-150
H4
1
-
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
H7
H6H6
H1
H3
H2 AND
H1
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 4-N20-S-EF SPACED
ELEVATION
H11 H11
H11 1-N20-LL
H11 1-N20-LL
H11 1-N20-LL
H11 1-N20-LL
80
150 115 115 115 115 115 150115LAPPED WITH H5
H6 4-N16-LL
LAPPED WITH H5
H6 4-N16-LL
WITH H4
H7 4-N16-E LAPPEDLAPPED WITH H4
H7 4-N16-E
H3 3-N16-HH-150
H2 3-N16-HT-150
190 1 105
(TYP)(TYP)
3
-
65
SECTION 1
-
100 200 300 400 500mm0
100 50
SECTION 2
-
100 200 300 400 500mm0
100 50
130270100270
H4
H5
H4
H5
4 S
PA
CE
S A
T 1
50
65
TY
P
270
115 285 100 285 115 115285100400
H4 H4
H1
H2
H3
SECTION 3
-
100 200 300 400 500mm0
100 50
4
-
4
-
SECTION 4
-
100 200 300 400 500mm0
100 50
4
-
4 EQUAL SPACES
-
4
AS SHOWN IN SECTION
H9 1-N20-A PLACED
H10H10
H8
H9H9
AS SHOWN IN SECTION
H8 5-N20-A SPACED
550
H10 2-N16-FZ-130
3 BUNDLES
H11 H11
750
(TYP)
100
4 S
PA
CE
S A
T 1
50
FR
OM T
OP O
F PIL
E
PR
OT
RU
DIN
G R
EIN
FO
RC
EM
EN
T
7/1
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Bridge\Sta
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B1000_
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L_T2\1
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L.d
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0:4
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CAD No 10M4PR_SL.dgn
THIS D
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WIN
G IS C
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FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0
125250
250 500 750mm
MB10SL23
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
7/1
0/2
016
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Bridge\Sta
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B1000_
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L_T2\C
BS
PC_S
L.d
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2:0
0:4
4 P
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CAD No CBSPC_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
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
R T
O T
AB
LE
S 1 A
ND 2
'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
1 6
95
1 6
95
OF PIER 1 OF PIER 2
CONTROL LINE
1 CH
CH
PLAN
COLUMN LAYOUT
�
OF BRIDGE AND
� �
2
3
4
1 6
95
1 6
95
5m43210
0.51
2 COLUMN OPTION
PIER 2
PIER 1
LOCATION
COLUMN
'X'
'a'
MB10SL24
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
690 530
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
1 4
40
910
OF PIER AND VOID OF 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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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 2 - 1 LANE - 10m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
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07.10.2016
LOCATIONNo.
BEARING
RL "X"
TOP OF BEARING
PIER 1
ABUTMENT A
SP
AN 1
BEARINGS - SHEET A
MB10SL50
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
7/1
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THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
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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 AT 9.
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 BEARING 7.
TEMPORARY SUPPORTS.
ADJUST AND SUPPORT PRECAST MODULE IN PERMANENT POSITION OVER 6.
.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 ACCURATELY 5.
SUPPORTS.
HOIST PRECAST MODULE INTO POSITION, RESTING ON TEMPORARY 4.
PLACE BEARINGS ON PLATES. 3.
DOWEL PLACED INTO FORMED HOLE.
PLACE BEARING PLATE ON HEADSTOCK/ABUTMENT SILL BEAM WITH 2.
PROTRUDING 15mm.
INSERT NYLON SCREWS TO PLATE WITH HEADS DOWNWARDS AND 1.
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
20 NOM
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
100 200 300 400 500mm0
100 50
BEARINGS - SHEET B
MB10SL51
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.
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
0.77%
0.58%
0.38%
0.19%
0.77%
0.58%
0.38%
0.19%
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
7/1
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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 2 - 1 LANE - 10m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
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07.10.2016
DETAIL B
-
´80
0
50
150mm10050
25
10
FORMED RECESS
70 DEEP
BEARING BASE PLATE
10 THICK STAINLESS STEELPAD
BEARING GROUT
CO
VE
R
20 N
OM
IN R
EC
ES
S
50 M
IN E
MB
ED
ME
NT
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 N
OM
33 N
OM
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
N O
F T
RA
FFIC
DIR
EC
TIO
N O
F T
RA
FFIC
MB10SL52
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 PRECAST CONCRETE MODULE IS APPROXIMATELY 18.9 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 9mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF MODULE AT TRANSFER IS 6mm
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
SAssiADey
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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 2 - 1 LANE - 10m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
ADey
SalahAssi 07.10.2016
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07.10.2016
2
53
2
53
9 970
A
-
1
53
1
53
200200
22090 220 90
200 200
450 1 285 3 250 3 250 1 285 450
TY
P
260
TYP
340
TYP
450
TYP
450
TY
P
450
TY
P
300
125 (
TY
P)
1 2353 SPACES AT 2 500 = 7 5001 235
ANCHOR
LIFTING
BEARING (TYP)
RECESS FOR ELASTOMETRIC
220 x 250 x 5 DEEP
6 REQUIRED
ELEVATION
PLAN
9 070
OF LIFTING ANCHOR (TYP)
�
OF MODULE
�
LIFTING ANCHOR
TYP
115
DRAINAGE PIPE (TYP)
TY
P
85
TY
P
85
DRAINAGE PIPE (TYP)
300
175
PRECAST MODULE CONCRETE
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
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
SAssiADey
7/1
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CAD No 10MC1C_SL.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 2 - 1 LANE - 10m SPAN
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BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
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450
200
125
300
SECTION 3
-
160 (
TY
P)
115
EQUIVALENT(TYP)
APPROVED
AND N20 REBAR OR
COUPLER EL20S13
LENTON BOLT
�50 FORMED VENT HOLE
70
APPROVED EQUIVALENT
FOOT FERRULE OR
GALVANIZED ELEPHANT
M10 x 45 LONG REID
0 100 200 300mm
100 50
75
11
375
DRAINAGE PIPE
18 REQUIRED
125 x 75 x 4 RHS
20 x 20 FILLET(TYP)
RMS SPECIFICATION B80(TYP)
JOINT IN ACCORDANCE WITH
ROUGHENED FOR CONSTRUCTION
THESE SURFACES SHALL BE
SECTION 1
52
365
390
100320810320
600
160
410
760
160160
100
VIEW 2
52
320810320
12090
600
75
125
462 776 354 83
390
300
107 363 366 79
450
1 675
TYP
50
17.6
1
17.6
1
REINFORCEMENT
PROJECTED
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)
325
1 675
365
432
18
160160 �
OF BEARING
10
3
-
3
-
25
755
5150
755
FOR CLOSURE POUR(TYP)
FACILITATE TAPE FOR SEALING
SMOOTH FINISH FOR 50mm TO
TY
P
85
8585
7070
90°0'0"
TYP
VENT HOLE
�50 FORMED
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT,
SHEET No 65
FOR DETAILS SEE
M24 ANCHOR BOLT,
175
300
PIPE(TYP)
DRAINAGE
300 25
2 410
5150
FILLET(TYP)
40 x 40
�
OF BEARING
405
RMS SPECIFICATION B80(TYP)
JOINT IN ACCORDANCE WITH
ROUGHENED FOR CONSTRUCTION
THESE SURFACES SHALL BE
20 x 20 CHAMFER(TYP)
REINFORCEMENT(TYP)
PROJECTED
CHAMFER(TYP)
15 x 15
WITH RMS SPECIFICATION B80(TYP)
FOR CONSTRUCTION JOINT IN ACCORDANCE
THESE SURFACES SHALL BE ROUGHENED
CHAMFER(TYP)
20 x 20
PRECAST MODULE REINFORCEMENT - SHEET A
MB10SL55
0 200 400 600 800
200 100
1 000mm
GENERAL NOTES
SCALE OR AS SHOWN
SHEET Nos 56 AND 57.
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE
SAssiADey
7/1
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B1000_
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L.d
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CAD No 10MR1A_SL.dgn
THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
ADey
SalahAssi 07.10.2016
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07.10.2016
1
56
1
56
2
56
2
56
3
56
3
56
240240
240 240
A
57B
57
PLAN
E1 10-N12-AZ-120
2 SETS OF
AS SHOWN IN SECTION
E3 6-N20-S-FF SPACED
2 SETS OFE7 75-N12-D-120 E9 75-N12-L-120 NF
E8 75-N12-S-120 FF
E1 27-N12-AZ-240
2 SETS OF
E1 10-N12-AZ-120
2 SETS OFE21 83-N12-S-120
IN SECTION
AS SHOWN
E10 17-N12-S SPACED
IN SECTION
AS SHOWN
E5 4-N12-S SPACED
IN SECTION
AS SHOWN
E6 4-N12-S SPACED
2
56
2
56
2
56
2
56
2
56E18 83-N12-P-120 AS SHOWN IN SECTION
E17 9-N12-S SPACED
REFER TO SHEET No 57
REINFORCEMENT
FOR END OF MODULE REFER TO SHEET No 57
REINFORCEMENT
FOR END OF MODULE
REINFORCEMENT AT END OF MODULE NOT SHOWN FOR CLARITY
STRANDS NOT SHOWN
PRECAST MODULE REINFORCEMENT
A
BENDS
FITMENT
A
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
PRECAST MODULE REINFORCEMENT - SHEET B
MB10SL56
C
B
AHOOKS
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
B
B
A
C
B
A
B
A
C
B
A
B
A
D
B
A
D
C
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
AT EACH END OF PRECAST MODULE.
DENOTES STRANDS SHALL BE DEBONDED FOR A LENGTH OF 450mm
SCALE OR AS SHOWN
SAssiADey
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
SECTION 2
55
205
71
71
40 C
OV
ER
35 C
OV
ER
2 EQUAL SPACES3 EQUAL SPACES
100
E5
E5
E10
2/12.7mm STRANDS
E6
400
E8
E9
E7
2/12.7mm STRANDS
E17
E18
E17
100
55
2 E
QU
AL S
PA
CE
S
VIEW 1
55
55
3
E15 1-N12-C
E14 1-N12-KZ
E15 1-N12-C
E14 1-N12-KZ
2 EQUAL SPACES
71
63
100
E10
E17
E5
E3
2/12.7mm STRANDS
E5
E3
71
120 120
3 SPACES AT 100
E12120 120
205
71
71
E14 1-N12-KZ
E12
E11
VIEW SIMILAR BUT OPPOSITE HAND
2/12.7mm STRANDS
E13E4 E4
E17
E16
E20E19
E14 1-N12-KZ
2 E
QU
AL S
PA
CE
S
100
55
35 C
OV
ER
8/12.7mm STRANDS 8/12.7mm STRANDS
8/12.7mm STRANDS8/12.7mm STRANDS
E21
8 EQUAL SPACES57 75 115
SPACES
2 EQUAL75115
SPACES
2 EQUAL
E3
E1 OR E2
E3
E1 OR E2
E21
400
E17
E17
E18
140
11050501108/12.7mm STRANDS
2/12.7mm STRANDS
55
50
50
300mm2001000
50100
120120
TOP OF MODULE
CENTRELINE
TYPICAL STRAND LAYOUT
PRECAST MODULE REINFORCEMENT - SHEET C
MB10SL57
GENERAL NOTES
630470
... ...
...
...820460
N36N32
b) OTHER BARS:
620
350
... ...
...
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
N28
BAR SIZE: N12
...
N24N20N16
REINFORCEMENT NOTES
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.
SHALL BE AS FOLLOWS:
UNLESS OTHERWISE SPECIFIED, THE MINIMUM LENGTHS OF LAPS
CLEAR FORMED HOLES, RECESSES, COUPLERS AND BOLTS.
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.
SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.
THREADED AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH
DENOTES LENTON BOLT COUPLER EL20S13 AND N20 REBAR TO BE
E FOR EXTERNAL MODULE
STRUCTURE ELEMENT DENOTATIONS IS:
TABLE UNLESS NOTED OTHERWISE.
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED IN THE
SAssiADey
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssi
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
DETAIL A
55
DETAIL B
55
8
-
8
-
7
-
7
-
E4 3-N12-CZ-60
E4 3-N12-CZ-60
E12 1-N12-HT
E3
E1
E5
E5
E1
E3
E6
E4 3-N12-CZ-60
E4 3-N12-CZ-60
E12 1-N12-HT
E20 1-N20-LLE20 1-N20-LL
E10
E15
E14
E14
E14
E15
E14
E14
E15
E14
E14
E15
E14
E19 1-N12-HT E19 1-N12-HT
E17
E18
AS SHOWN IN SECTION
E13 4-N16-S-FF SPACED
E11 2-N16-L-NF
8
-
AS SHOWN IN SECTION
E13 4-N16-S-FF SPACED
E11 2-N16-L-NF
8
-
E16 1-N20-L-NF
E16 1-N20-L-NF
E16 1-N20-L-NF
E16 1-N20-L-NF
E21 E21
E9 AND E8
AS SHOWN IN VIEW
E12-8-N12-HT SPACED
AS SHOWN IN VIEW
E12-8-N12-HT SPACED
1
56
1
56
E7 NOT SHOWN FOR CLARITY
E2 4-N12-CZ-60
2 SETS OF
E2 4-N12-CZ-60
2 SETS OF
SECTION 7
-
SECTION 8
-
75150
0 150 300 450mm
75150
0 150 300 450mm
E18
STRANDS
12.7mm
E5
E2
E3
E10
E9
E8
E12
E4
3 EQUAL SPACES
400
STRANDS
12.7mm
E11 AND E13
E13
E16
E20
E14 OR E15
FOR CLARITY
E21 NOT SHOWN
240
E11
60
E10 OR E17
75150
0 150 300 450mm
MB10SL58
DECK CONCRETE - SHEET A
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 59.
NCF DENOTES NO CHAMFER OR FILLET.
FILLETED 20x20 UNLESS SPECIFIED OTHERWISE.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES
SHALL BE 40 MPa.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE
CONCRETE EXPOSURE CLASSIFICATION: B1
SCALE OR AS SHOWN.
GENERAL NOTES
7/1
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
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SalahAssi 07.10.2016
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07.10.2016
25 1
59
1
59
1 245 1 245
9 99510 0009 995
2
60
25
2
60
CJ
CJ
TRAFFIC BARRIER ANCHOR BOLT GROUPS SPACING (TYPICAL)
11 SPACES AT 2 500 = 27 500
29 990
CJ
CJ
EN
D O
F S
UP
ER
ST
RU
CT
UR
E A
BU
TM
EN
T A
EN
D O
F S
UP
ER
ST
RU
CT
UR
E A
BU
TM
EN
T B
CJ
CJ
CJ
CJ
CJ
BEARING
CH
CH
CH
CH
PLAN
OF PIER
�
OF PIER
�
AND CONTROL LINE
OF BRIDGE
�
CLOSURE STRIP
BRACKET(TYP)
HOLDING DOWN
MODULE
SHEAR KEY(TYP)
DETAIL C
-
0 100 200 300mm
100 50
ERECTION OF RAILINGS (TYP)
WITH GROUT AFTER
SHALL BE FILLED
FORMED RECESSES
60 x 60 x 20 DEEP
M24 ANCHOR BOLTS
M24 ANCHOR BOLTS
20 N
OM M
OR
TA
R
PA
D (
TY
P)
DECK CONCRETE - SHEET B
MB10SL59
0
125250
250 500 750mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 58.
DRY FILM THICKNESS OF 100µm.
BE PAINTED WITH TWO PACK SURFACE TOLERANT EPOXY PAINT WITH A MINIMUM
THE UNDERSIDE OF THE BASE PLATES AND SIDE FACES OF SLOTTED HOLES SHALL
PADS AFTER THE REMOVAL OF FORMWORK.
3 DAYS AND CURING COMPOUNDS SHALL BE APPLIED TO THE SIDES OF THE GROUT
THE FORMWORK FOR THE GROUT PADS SHALL REMAIN IN PLACE FOR A MINIMUM OF
BASE PLATES.
SIDE FACES OF GROUT PADS SHALL BE VERTICAL AND FLUSH WITH EDGES OF
ARE COMPLETELY FILLED AND THAT THERE ARE NO VOIDS UNDER THE BASE PLATES.
GROUTING SHALL BE CARRIED OUT TO ENSURE THAT THE FORMED RECESSES
MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.
EPIREZ SUPERFLOW HF OR CONBEXTRA HS OR APPROVE EQUIVALENT.
RECESSES SHALL BE SHRINKAGE COMPENSATED HIGH FLOW CEMENTITIOUS GROUT
DENOTES THE GROUT USED TO CONSTRUCT MORTAR PADS AND FILL FORMED
REINFORCEMENT PROJECTED FROM PRECAST MODULE ARE NOT SHOWN FOR CLARITY.
SCALE OR AS SHOWN
7/1
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
SECTION 1
58
300
GAP TO BE SEALED (TYP)
30 NOMINAL AND CONTROL LINE
OF BRIDGE
RL
RL
2%
UPSTREAMDOWNSTREAM
RL
RL
RL
D
61
�
TYPICAL CROSS SECTION
AT ABUTMENTS AND PIERS
TYPICAL CROSS SECTION
CJ
CJCJ
300
25
2%
(T
YP)
125
CJ
CJ
CJ
CJ
CJ
RL C
-
4 200
1 675
1 675850
4 850
STRIP
CLOSURE
STRIP
CLOSURE
1 675
1 675850
75150
0 150 300 450mm
DECK CONCRETE - SHEET C
MB10SL60
GENERAL NOTES
SPECIFICATIONS B240.
DENOTES DOWELS TO COMFORM TO THE REQUIREMENTS OF RMS QA
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
PLATES AND CHS SHALL BE STAINLESS STEEL GRADE 304, TO ASTM A276.
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.
7/1
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
30
215230
200 20020030
2525
A
-
B
-
20
25
25 B
-
20
240 240
SECTION 2
58
20
30225
20
215
C
-
15
(TYP)
200
(T
YP)
125
SHEAR KEY DETAILS AT ABUTMENTSSHEAR KEY DETAILS AT PIERSJOINT DETAIL AT ABUTMENTS JOINT DETAIL AT PIERS
HEADSTOCK
PRECAST
BEARING
ELASTOMERIC
APPROVED EQUIVALENT
MEGAPOXY PM OR
3mm EPOXY SEAL
70 x 70 x 6 PL
BACKER ROD
JOINT DETAIL AT PARAPET
295
800 460 300
295
140
300
160
140
140
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
SUPERSTRUCTURE
END OF
CELLULAR POLYSTYRENE
NOMINAL 30 THICK
300
OF PIER
OF PIER
BACKER ROD
BACKER ROD
20 x 20 CHAMFER
C
POLYSTYRENE
20 THICK CELLULAR
NOMINAL
MOVEMENT (TYP)
TO ALLOW SUBSEQUENT
TO CENTRE DOWEL AND
SOFT RUBBER RINGS
CELLULAR POLYSTYRENE
NOMINAL 20 THICK
STRENGTH OF 450 MPa)
TO ASTM A276 (MIN YIELD
STAINLESS STEEL DOWEL
45 x 600 LONG GRADE 7205
C
C OF SHEAR KEY DOWEL
CONSTRUCTION
METHOD PRIOR TO
IN POSITION WITH A SUITABLE
ABOVE DOWEL AND FIXED
PLACED CENTRALLY
76 x 5.9 CHS x 160 LONG
STAINLESS STEEL DOWEL
�45 x 600 LONG GRADE 7205
TYP
COUPLER EL20S13
LENTON THREADED
9 995 10 000
450
30
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
30
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
30mm CELLULAR
CONSTRUCTION JOINT
INSTRUCTIONS - TYP
MANUFACTURER'S
ACCORDANCE WITH
SURFACES PRIMED IN
BACKER ROD
POLYSTYRENE SHEET
15mm CELLULAR
POLYSTYRENE SHEET
30mm 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
MB10SL61
HOLDING DOWN BRACKET DETAILS
75150
0 150 300 450mm
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 59.
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 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
IN ACCORDANCE WITH AS 5100.6.
BOLTING CATEGORY FOR HIGH STRENGTH STEEL BOLTS SHALL BE 8.8/S
STEEL SECTIONS SHALL CONFORM TO AS/NZS 3679.1-300.
STEEL PLATES SHALL CONFORM TO AS/NZS 3678-250.
SCALE OR AS SHOWN
0 100 200 300mm
100 50
DOWN BRACKET
MODULE HOLDING
12 REQUIRED
ELEVATION
END ELEVATION
200
3
-
3
-
SECTION 3
-
311
100
100
76
76
8585
9595
x 200 LONG
310 UC 158
TYP8
8
327
STIFFENER PLATES
110 x 16 x 277
TOP VIEW
110
16
110
277
25
25
80
7070
HOLE
�10 THREADED
CUTS TYP
15 x 15 CORNER
200
0 100 200 300mm
100 50
200
30 30
60
6PL
24 REQUIREDCOUPLERS IN THE PRECAST MODULE
TEMPLATE AFTER PLACEMENT OF
TO BE MATCH DRILLED USING A
�50 HOLES. HOLES IN TOP FLANGE
AND SHALL NOT BE USED FOR TEMPORARY SUPPORT
TO BE FIXED TO THE MODULE IN THE CASTING YARD
HEADSTOCK/SILL BEAM
COUPLERS IN THE PRECAST
TEMPLATE AFTER PLACEMENT OF
TO BE MATCH DRILLED USING A
�60 HOLES. HOLES IN BOTTOM FLANGE
100100
PLATE
0 100 200 300mm
100 50
110
110
25PL
48 REQUIRED
�27 HOLE (TYP)
WASHER PLATE
55
55
�12 HOLES(TYP)
MODULE HOLDING DOWN BRACKET LAYOUT AT PIERS
OF PIER
�
1
-
1
-
SECTION 1
-
FACE OF CURTAIN WALL
MODULE HOLDING DOWN BRACKET LAYOUT AT ABUTMENTS
SECTION 1
-
DETAIL D
59
GROUT
48
DOWN BRACKET
MODULE HOLDING
PRECAST MODULE
OR PIER
ABUTMENT
NUT AND WASHER
BOLTS WITH M10
M10 X 205 LONG
70
60
235
70
SECTION 2
-
SUBSEQUENT MOVEMENT (TYP)
TO CENTRE BOLT AND ALLOW
SOFT RUBBER SPACER RINGS
N20 REBARS
90°
7070
70
70
SUPPORT TIMBER
TEMPORARY
TIMBER PACKER
TEMPORARY
125
125
23
100
365
FOOT FERRULE
M10 ELEPHANTS
60
100
100
315
N20 REBARS
DOWN BRACKET
MODULE HOLDING
STRENGTH WASHER
CLASS 8.8 WITH M24 HIGH
HIGH STRENGTH BOLTS PROPERTY
M24 X 160 LONG. THREAD LENGTH 80
9595
8585
90°
(TYP)
WITH �30 HOLE TYP
110 x 110 x1.5mm HDPE
60
2
-
2
-
SEE DETAIL
PLATE
2/60 x 6PL x 200
WASHER PLATES(TYP)
110 x 25PL x 110
PLATE
BOLTS AND
M10 X 175 LONG
TEMPORARY SUPPORT ASSEMBLY
MODULE HOLDING DOWN BRACKET
SNUG TIGHT
NUT PROPERTY CLASS 8
M24 HIGH STRENGTH
AS/NZS 1252
STRENGTH WASHER TO
CLASS 8.8 WITH M24 HIGH
HIGH STRENGTH BOLTS PROPERTY
M24 X 150 LONG. THREAD LENGTH 80
APPROVED EQUIVALENT
TEMPORARY SUPPORT)OR
WITH GROUT AFTER REMOVAL OF
FOOT FERRULES (TO BE FILLED
GALVANIZED ELEPHANTS
M10 x 45 LONG REID
EQUIVALENT (TYP)
OR APPROVED
COUPLER EL20S13
LENTON THREADED
DOWN BRACKET
MODULE HOLDING
DOWN BRACKET
MODULE HOLDING
DOWN BRACKET
MODULE HOLDING
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
7/1
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
0 1500
250
1000500
500
SCALE OR AS SHOWN.
GENERAL NOTES
630470
... ...
...
...
350
460
N36
820
b) OTHER BARS:
620
DOWELS, ANCHOR BOLTS, CHS, FORMED HOLES AND RECESSES.
REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR
TABLE UNLESS NOTED OTHERWISE.
THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED IN THE
SHALL BE AS FOLLOWS:
UNLESS OTHERWISE SPECIFIED, THE MINIMUM LENGTHS OF LAPS
BE 40 mm UNLESS SPECIFIED OTHERWISE.
NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL
... ...
...
CONCRETE CAST BELOW THE BAR:
a) HORIZONTAL BARS WITH >300mm OF
N32
N16BAR SIZE: N12 N28N24N20
...
MB10SL62
DECK REINFORCEMENT - SHEET A
7/1
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B1000_
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THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
LAPPED WITH D3
D6 1-N12-A
LAPPED WITH D3
D6 1-N12-A
LAPPED WITH D3
2 SETS OF D6 1-N12-A
LAPPED WITH D3
2 SETS OF D6 1-N12-A
LAPPED WITH D3
D6 1-N12-A
LAPPED WITH D3
D6 1-N12-A
1
63
1
63
1
63
1
63
1
63
LAPPED WITH D3
D6 1-N12-A
2 SETS OF
LAPPED WITH D3
D6 1-N12-A
2 SETS OF
PLAN
4
63
1
63
2
63
2
63
3
63
3
63
1
63
D4 6-N16-HT-150
AS SHOWN IN SECTION
D5 4-N16-S-EF SPACED
SHOWN IN SECTION
D2 9-N12-S SPACED AS
D1 75-N12-S-120 EF
SHOWN IN SECTION
D5 4-N16-S-EF SPACED AS
IN SECTION
D3 2-N16-S AS SHOWN
2 SETS OF
2
63
4
63
4
63
IN SECTION
D3 2-N16-S AS SHOWN
2 SETS OF
D4 6-N16-HT-150
D4 6-N16-HT-150
AS SHOWN IN SECTION
D5 4-N16-S-EF SPACED
SHOWN IN SECTION
D2 9-N12-S SPACED AS
D1 75-N12-S-120 EF
SHOWN IN SECTION
D5 4-N16-S-EF SPACED AS
IN SECTION
D3 2-N16-S AS SHOWN
2 SETS OF
2
63
4
63
4
63
IN SECTION
D3 2-N16-S AS SHOWN
2 SETS OF
D4 6-N16-HT-150
D4 6-N16-HT-150
AS SHOWN IN SECTION
D5 4-N16-S-EF SPACED
SHOWN IN SECTION
D2 9-N12-S SPACED AS
D1 75-N12-S-120 EF
SHOWN IN SECTION
D5 4-N16-S-EF SPACED AS
IN SECTION
D3 2-N16-S AS SHOWN
2 SETS OF
2
63
4
63
4
63IN SECTION
D3 2-N16-S AS SHOWN
2 SETS OF
D4 6-N16-HT-150
PRECAST MODULE ARE NOT SHOWN FOR CLARITY
REINFORCEMENT PROJECTED FROM
100 200 300 400 500mm0
100 50
DECK REINFORCEMENT - SHEET B
MB10SL63
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 62.
SCALE OR AS SHOWN
7/1
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B1000_
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0M
_S
L_T2\C
BS
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L.d
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2:0
0:5
7 P
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CAD No CBSDRB_SL.dgn
THIS D
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D F
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PO
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OMIN
AT
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
SECTION 5
-
TYP
350
CJ
ABUTMENT
KERB
CONCRETE MODULE
EXTERNAL
8 EQUAL SPACES
D1
D2
SECTION 2
62
SECTION 3
62
5 SPACES AT 150
D6
D5
D4
D35
-
5
-
D6
D3
D3
D660
DECK JOINT
REINFORCEMENT(TYP)
PROJECTED
REINFORCEMENT(TYP)
PROJECTED
SECTION 1
62
75150
0 150 300 450mm
SECTION 4
62
75150
0 150 300 450mm
85
TYP
3 EQUAL SPACES
D1D5 D5 D5 D1
CJ
REINFORCEMENT
PRECAST MODULE
D4
D2
D4 D4
D2
D3
REINFORCEMENT(TYP)
PROJECTED
0 200 400 600 800
200 100
1 000mm
TRAFFIC BARRIER RAILING - SHEET A
MB10SL64
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
R 2
PIE
R 1
EJ
SPAN 3
AB
UT
ME
NT A
SPAN 1 SPAN 2
EJEJ
AB
UT
ME
NT B
EJ
AND CONTROL LINE
OF BRIDGE
�
1 2302 5001 230
4 960
1 7202 500600
4 820
1 720 2 500 600
4 820
1 2302 5001 230
4 960
INSIDE ELEVATION
PLANPLAN
INSIDE ELEVATION
PLAN
INSIDE ELEVATION INSIDE ELEVATION
PLAN
PANEL TYPE B
PANEL TYPE C
PANEL TYPE A2
PANEL TYPE A1
6 REQUIRED
6 REQUIRED
2 REQUIRED
2 REQUIRED
15065 150
150
65
65 65 150 100 65
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
SEE SHEET No 66
FOR DETAILS
150 x 75 x 5 RHS RAILS
65 150
65 100 150 65
SEE SHEET No 66
FOR DETAILS
SEE SHEET No 66
FOR DETAILS
SEE SHEET No 66
FOR DETAILS
150 x 75 x 5 RHS RAILS
SEE SHEET No 67
FOR DETAILS
150 x 75 x 5 RHS RAILS
7/1
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CAD No 10MBRA_SL.dgn
THIS D
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
250
54 150
300
310
135135
75
MB10SL65
TRAFFIC BARRIER RAILING - SHEET B
7/1
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0M
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2:0
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CAD No 10MBRB_SL.dgn
THIS D
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FID
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PO
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
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
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
O
F P
OS
T
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
TRAFFIC BARRIER RAILING - SHEET C
MB10SL66
0 100 200 300mm
100 50
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
7/1
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Bridge\Sta
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evelo
pm
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B1000_
MO
DU
LA
R B
RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\1
0M
BR
C_S
L.d
gn
2:0
0:5
9 P
M
CAD No 10MBRC_SL.dgn
THIS D
RA
WIN
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FID
EN
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L A
ND S
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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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016
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
MB10SL67
TRAFFIC BARRIER RAILING - SHEET D
7/1
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K:\
Bridge\Sta
ndards_2015\Sta
ndards in D
evelo
pm
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B1000_
MO
DU
LA
R B
RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\1
0M
BR
D_S
L.d
gn
2:0
1:0
0 P
M
CAD No 10MBRD_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
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
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
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
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016
K:\
Bridge\Sta
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ndards in D
evelo
pm
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B1000_
MO
DU
LA
R B
RID
GE\SIN
GLE L
AN
E\1
0M
_S
L_T2\C
BS
BA
RS
HA
PE_S
L.d
gn
2:0
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M
CAD No CBSBARSHAPE_SL.dgn
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
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 2 - 1 LANE - 10m SPAN
D.G.C.
BRIDGE ENGINEER (NEW DESIGN) 39DATE
APPROVED FOR USE
PRINCIPAL ENGINEER BRIDGES
SAssiADey
ADey
SalahAssi 07.10.2016
W Ariyaratne
07.10.2016