country bridge solutions...country bridge solutions type 1 - 2 lanes - 12m span modular bridge...

COPYRIGHT ROADS AND MARITIME SERVICES 2015

MB12DL01

COUNTRY BRIDGE SOLUTIONS

TYPE 1 - 2 LANES - 12m SPAN

MODULAR BRIDGE DRAWINGS

ISSUE STATUS:

SHEET No No OF SHEETS ISSUE42 DATE

APPROVED FOR USE

PRINCIPAL ENGINEER BRIDGES

REGISTRATION No OF PLANS

JACKING OF BRIDGE DECK FOR BEARING REPLACEMENT

JACK TO ENSURE CONCRETE BEARING STRESS AT SLS DOES NOT EXCEED 18 MPa.

STEEL PLATES SHALL BE PLACED BETWEEN CONCRETE BEARING SURFACES AND

AT PIERS BOTH ENDS OF GIRDERS SHALL BE JACKED SIMULTANEOUSLY.

OCCURS AT EACH JACKING POINT AT ALL TIMES DURING THE JACKING OPERATION.

A CENTRAL MECHANISM TO ENSURE THAT THE SAME VERTICAL DISPLACEMENT

ALL JACKS AT ENDS OF GIRDERS SHALL BE HYDRAULICALLY LINKED AND HAVE

NO TRAFFIC LOAD IS PERMITTED ON THE BRIDGE DURING JACKING.

THE MAXIMUM LIFT DURING JACKING SHALL BE LIMITED TO 10mm.

MAXIMUM LOADS PER JACK ARE 60kN (SLS) AND 75kN (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

W Ariyaratne

07.10.2016

DIFFERENTIAL SETTLEMENT: mm TOTAL BETWEEN BRIDGE SUPPORTS

DESIGN CATEGORY:

WATER FLOW DATA

TRAFFIC BARRIER PERFORMANCE LEVEL: LOW

BRIDGE CLASSIFICATION:

SITE FACTOR (AS 1170-1993):

IMPORTANCE FACTOR:

DESIGN TRAFFIC SPEED:

ROAD TRAFFIC LOADING: SM1600

AS/RMS 5100.5 INTERIM - MAY 2015

BRIDGE No:

DESIGN FILE No:

DESIGN STANDARD: AS 5100 SET 2007 - BRIDGE DESIGN SET

NEW BRIDGE

FATIGUE LOADING:

WIND LOADING

ACCELERATION COEFFICIENT:

EARTHQUAKE LOADING

LOCALITY PLAN

ULSSLS

ARI

SCOUR DEPTH (m)

FLOOD LEVEL (m)

FLOW VELOCITY (m/s)

(iii) ABUTMENT B

(ii) PIER 1

(i) ABUTMENT A

BRIDGE SITE

NUMBER OF DESIGN LANES: 2

ACCOMPANYING LANE FACTORS: 1 AND 0.8

NOTE:

NUMBER OF HEAVY VEHICLES PER LANE PER DAY: MAXIMUM 200

ROUTE FACTOR: 0.5

+-

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

CBS MODULAR BRIDGE DESIGN REQUIREMENTS

BY THE DESIGNER.

DENOTES DESIGN DATA RELEVANT TO THE SPECIFIC SITE TO BE DETERMINED

= m/sec at ULS

DESIGN SPEED = m/sec at SLS

DEPTH OF DEBRIS MATTRESS mm

BE ADJUSTED IN ACCORDANCE WITH AS 5100.

PERFORMANCE LEVEL IS REQUIRED FOR A SPECIFIC SITE, THE DESIGN SHALL

THE DESIGN BARRIER PERFORMANCE LEVEL IS LOW. IF ANY OTHER

CARRIAGEWAY WIDTH: 8500mm

MAXIMUM No OF VEHICLES PER DAY: 1000

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:

MB12DL02

MB12DL68

MB12DL67

MB12DL66

MB12DL65

MB12DL64

MB12DL63

MB12DL62

MB12DL61

MB12DL60

MB12DL59

MB12DL58

MB12DL57

MB12DL56

MB12DL55

MB12DL54

MB12DL53

MB12DL52

MB12DL51

MB12DL50

MB12DL24

MB12DL23

MB12DL22

MB12DL21

MB12DL20

MB12DL19

MB12DL18

MB12DL17

MB12DL16

MB12DL15

MB12DL14

MB12DL13

MB12DL12

MB12DL11

MB12DL10

MB12DL09

MB12DL08

MB12DL07

MB12DL06

MB12DL05

MB12DL04

MB12DL03

MB12DL02

MB12DL01

SPECIFICATIONS

LIST OF RMS QA CONSTRUCTION

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.

B344

B312

B284

B281

B264

B241

B240

B220

B204

B153

B150

B115

B110

B80

B59

B58

B50

B30

DRAWING TITLE

SCHEDULE OF DRAWINGS

SCHEDULE OF DRAWINGS AND LIST OF SPECIFICATIONS

No. SPECIFICATION TITLE

NUMBER

DRAWING

NOTE: SHEETS No MB12DL22 AND MB12DL25 TO MB12DL49 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 DETAILS

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

PRECAST MODULE CONCRETE - SHEET C

PRECAST MODULE CONCRETE - SHEET B

PRECAST MODULE CONCRETE - SHEET A

BEARINGS - SHEET B

BEARINGS - SHEET A

PIER COLUMNS - REINFORCEMENT

PIER COLUMNS - CONCRETE

NOT USED

PIERS PRECAST HEADSTOCK - 6 PILES - REINFORCEMENT

PIERS PRECAST HEADSTOCK - 6 PILES - CONCRETE



PIERS PRECAST HEADSTOCK - 4 COLUMNS - REINFORCEMENT

PIERS PRECAST HEADSTOCK - 4 COLUMNS - CONCRETE



PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET C

PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET B

PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET A

PRECAST ABUTMENT SILL BEAMS 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

7/1

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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


D.G.C.

BRIDGE ENGINEER (NEW DESIGN) 42DATE

APPROVED FOR USE


SAssiADey

ADey

SalahAssi 07.10.2016

W Ariyaratne

07.10.2016

0 5m4321

1 0.5

MB12DL03

GENERAL ARRANGEMENT - SHEET A

SITE PLAN

GENERAL NOTES

DENOTES DATA TO BE SPECIFIED TO SUIT BRIDGE DESIGN.

MULTIPLE EQUAL 12m SPANS ARE SIMILAR UNLESS SPECIFIED OTHERWISE

BRIDGE WITH 3/12m SPANS SHOWN. BRIDGES WITH 1/12m 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

7/1

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

PLAN

1

3

1

3

RL

CH

RL

CH

BEARING

AND CONTROL LINE

OF BRIDGE

RL

CH

RL

CH 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

OVERALL LENGTH OF DECK = 36 630

SPAN 3

11 995

SPAN 2

12 000

SPAN 1

11 995

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

END OF SUPERSTRUCTURE

AB

UT

ME

NT A

EN

D O

F D

EC

K

END OF SUPERSTRUCTURE

AB

UT

ME

NT B

EN

D O

F D

EC

K

PIE

R 1

PIE

R 2

CL

CL

(INDICATIVE)

SURFACE LEVEL

APPROX NATURAL

295295 25 25

ELEVATION

TO

FROM

CL

REFER TO SUBSTRUCTURE - OPTION 1

SHOWN. FOR OTHER FOUNDATION TYPES

REINFORCED CONCRETE FOOTING

DESIGN GUIDE AND AS 5100(TYP)

LEVEL TO SUIT RMS ROAD

THRIE BEAM OR HIGHER

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

MB12DL04

7/1

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

0

500 250

500 1 500mm1 000

GENERAL ARRANGEMENT - SHEET B

GENERAL NOTES

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 3.


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

800

800

SECTION 1

3

BARRIER

LEVEL TRAFFIC

LOW PERFORMANCE

APPROX SURFACE LEVEL

FOOTING/PILE CAP

REINFORCED CONCRETE

CAST-IN-SITU

BARRIER

LEVEL TRAFFIC

LOW PERFORMANCE


FOOTING/PILE CAP

REINFORCED CONCRETE

CAST-IN-SITU

3% 3% 3%3%CONCRETE EXTERNAL

PRECAST MODULE

PLINTH(TYP)

SHEAR KEY

CONCRETE INTERNAL

PRECAST MODULE

(TYP)

CLOSURE STRIP

CONCRETE

CAST-IN-SITU

CONCRETE HEADSTOCK

PRECAST REINFORCED

CONCRETE EXTERNAL

PRECAST MODULE

PLINTH(TYP)

SHEAR KEY

(TYP)

CLOSURE STRIP

CONCRETE

CAST-IN-SITU

CONCRETE HEADSTOCK

PRECAST REINFORCED

9 150

3258 500325

SHOULDER

750

CARRIAGEWAY

3 500

CARRIAGEWAY

3 500

SHOULDER

750

3 6903 690

9 200

9 150

3258 500325

SHOULDER

750

CARRIAGEWAY

3 500

CARRIAGEWAY

3 500

SHOULDER

750

2 4601 2301 2302 460

9 200

CONCRETE COLUMN

REINFORCED

�800

AND CONTROL LINE

OF BRIDGE

�

CONCRETE COLUMN

REINFORCED

�600

AND CONTROL LINE

OF BRIDGE

�

DOWN BRACKET(TYP)

MODULE HOLDING

DOWN BRACKET(TYP)

MODULE HOLDING

REINFORCED CONCRETE FOOTING/PILE CAP AND PILES

OPTION 1 WITH THREE CIRCULAR COLUMNS ON


OPTION 1 WITH FOUR CIRCULAR COLUMNS ON

CONCRETE INTERNAL

PRECAST MODULE

STITCH POUR(TYP)

CAST-IN-SITU CONCRETE

STITCH POUR(TYP)


0 5m4321

1 0.5

GENERAL ARRANGEMENT - SHEET C

SITE PLAN

PRECAST REINFORCED CONCRETE PILES AT PIERS AND ABUTMENTS

SUBSTRUCTURE - OPTION 2

MB12DL05

GENERAL NOTES


OTHERWISE.

1/12m OR MULTIPLE EQUAL 12m SPANS ARE SIMILAR UNLESS SPECIFIED

BRIDGE WITH 3/12m SPAN SHOWN. BRIDGES WITH

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.

7/1

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

1

5

1

5

RL

CH

BEARING

RL

CH

AND CONTROL LINE

OF BRIDGE

RL

CH

RL

CH

PLAN

1%

1%

1%

1%

�

TO BE ADDED TO SUIT BRIDGE LOCATION

SPILL THROUGH BATTER, CONTOURS, WATER FLOW DIRECTION AND NORTH DIRECTION

OVERALL LENGTH OF DECK = 36 630

SPAN 3

11 995

SPAN 2

12 000

SPAN 1

11 995

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

ELEVATION

295 25 25 295

TOFROM

DESIGN GUIDE AND AS 5100(TYP)

LEVEL TO SUIT RMS ROAD

THRIE BEAM OR HIGHER

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

MB12DL06

7/1

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

0

500 250

500 1 500mm1 000

GENERAL ARRANGEMENT - SHEET D

GENERAL NOTES



DETAILED TO COMPLY WITH RMS STANDARD DRAWINGS.

QUALIFIED ENGINEER TO SUIT SPECIFIC BRIDGE SITE AND SHALL BE

REINFORCED CONCRETE PILES SHALL BE CARRIED OUT BY SUITABLY

DENOTES THE CONTRACT LEVEL AND THE DESIGN OF THE PRECAST

SCALE OR AS SHOWN

SECTION 2

5

3258 500325

9 150

SECTION 2

5

CL CL

9 150

3258 500325

SHOULDER

750

CARRIAGEWAY

3 500

CARRIAGEWAY

3 500

SHOULDER

750

SHOULDER

750

CARRIAGEWAY

3 500

CARRIAGEWAY

3 500

SHOULDER

750

BARRIER

LEVEL TRAFFIC

LOW PERFORMANCE

PLINTH(TYP)

SHEAR KEY

3% 3% 800

STITCH POUR (TYP)


CONCRETE HEADSTOCK

PRECAST REINFORCED


1 8451 8451 8451 845

BARRIER

LEVEL TRAFFIC

LOW PERFORMANCE

PLINTH(TYP)

SHEAR KEY

CONCRETE INTERNAL

PRECAST MODULE

CONCRETE HEADSTOCK

PRECAST REINFORCED


3% 3% 800

1 650 1 360 680 1 6501 360680

AND CONTROL LINE

OF BRIDGE

� �

AND CONTROL LINE

OF BRIDGE

DOWN BRACKET (TYP)

MODULE HOLDING

DOWN BRACKET(TYP)

MODULE HOLDING

REINFORCED CONCRETE PILES

OPTION 2 WITH FIVE PRECAST


OPTION 2 WITH SIX PRECAST

CONCRETE INTERNAL

PRECAST MODULE

CONCRETE EXTERNAL

PRECAST MODULE

CONCRETE EXTERNAL

PRECAST MODULE

CONCRETE PILES

PRECAST REINFORCED

450 x 450

CONCRETE PILES

PRECAST REINFORCED

450 x 450

CLOSURE STRIP(TYP)


CLOSURE STRIP(TYP)


STITCH POUR(TYP)



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


5

4

No OF PILES/COLUMNS/ANCHORAGE GROUPS

1 845

2460

VOID/PILE SPACING

285

2

8,9

2

8,9

3

8,9

3

8,9

OF BRIDGE

PLINTH(TYP)

SHEAR KEY

CONTROL LINE

OF BRIDGE AND

(TYP)

LIFTING ANCHOR

565 565B

-

90° TYP

280280 AND VOIDS

OF BEARINGS

PLATE(TYP)

OF JACKING

ANGLE

PROTECTION

STITCH POUR(TYP)


9595

315

230

565

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

AND VOID

OF BEARING

AND VOID

OF BEARING

75

(TYP)

AND PILES

CONCRETE FOOTING/PILE CAP

OPTION 1 - WITH REINFORCED


OPTION 2 WITH PRECAST

175550255

(TYP)(TYP)(TYP)

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

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 SIX PILES/COLUMNS OR SIX

SCALE OR AS SHOWN

9 200

3508 500350

300

230

680 1 360 1 6506801 3601 650

1 130 6851 130 1 370 1 130685 1 1301 370

1

-

1

-

A

-

540

300

280 280 280 280280280

9 200

980

1 0

00 A

-

TYP

685

TY

P

415

TYP

250

150

LIFTING ANCHOR

CJ CJ

DENOTES JACKING PLATE LOCATIONS

CH

END OF DECK

3%

3%

3%

3%

WINGWALL(TYP)

PRECAST

RL

RL

RL

RL

RL

RL

PLAN

ELEVATION

��

�

OF BEARING(TYP)

�

�

RL

RL

�

OF COUPLERS (TYP)

�

OF VOIDS(TYP)

SILL BEAM

ABUTMENT

PRECAST

FOR SPACING

REFER GENERAL NOTES

STITCH POUR(TYP)


550 x 550 VOID FOR

125 125

250

430

205

225

100 200 300 400 500mm0

100 50100 200 300 400 500mm0

100 50

DETAIL A

- DETAIL B

-

30

�

OF BEARING

OF 450 MPa)

(MIN YIELD STRENGTH

TO ASTM A276

PROJECTION LENGTH

DOWEL WITH 160mm

STAINLESS STEEL

GRADE 220S

�30 x 450 LONG

EQUIVALENT(TYP)

OR APPROVED

AND N20 REBAR

COUPLER EL20S13

LENTON BOLT

680300

SECTION 1

-

0

125250

250 500 750mm

230A

60

980

680300

SECTION 1

-

0

125250

250 500 750mm

230A

60

980

900 - 1 0

38

735

900 - 1 0

38

735

CJ CJ

DETAIL

CHAMFER SEE

RECESS AND

DETAIL

CHAMFER SEE

RECESS AND

� �

50

50

DETAIL SEE SHEET No 9 (TYP)

PROTECTION ANGLE. FOR

DECK SURFACE (TYP)

WITH B80 TO MATCH

SURFACE IN ACCORDANCE

TO HAVE BROOM FINISH

TOP OF CURTAIN WALL

MB12DL08

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

PRECAST ABUTMENT WINGWALL CONCRETE - SHEET A

0

125250

250 500 750mm

3



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 DENSITY OF CONCRETE OF 2550kg/m .

MASS OF PRECAST 3.7m LONG WINGWALL IS APPROXIMATELY 5.4 TONNES.

MASS OF PRECAST 4.6m LONG WINGWALL IS APPROXIMATELY 6.3 TONNES.

MASS OF PRECAST SILL BEAM IS APPROXIMATELY 23.2 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

IN CONTACT WITH CONCRETE STITCH POUR SHALL BE

ALL SURFACES OF VOIDS IN PRECAST SILL BEAM AND IN WINGWALL

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

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

3%

4.6m PRECAST WINGWALL

CURTAIN WALL

ABUTMENT

PREACAST WING WALL

BOLT GROUP

�

STITCH POUR

6803004 600

1 635

VIEW 2

7

680 300 4 600

1 635

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

4

-

4

-

980

TRAFFIC BARRIER NOT SHOWN


OF BEARING

RL

RL RL

OF BEARING

� �

5

-

5

-

6

-

6

-

6

-

6

-

5

-

5

-

RL

RL

RL RL

RL

RL

RL

SECTION 5

-

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

3%

150

600

150

325

325

85

(T

YP)

SHEET No 65

FOR DETAILS SEE

ANCHOR BOLT(TYP)

M24 x 320 LONG

SEE SHEET No 59

FOR GROUTING DETAILS

ERECTION OF RAILINGS(TYP)

WITH GROUT AFTER

RECESS SHALL BE FILLED

60 x 60 x 20 DEEP FORMED

SHEET No 65

FOR DETAILS SEE

ANCHOR BOLT(TYP)

M24 x 380 LONG

3%

7

-

7

-

MB12DL09

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

0

125250

250 500 750mm

PRECAST ABUTMENT WINGWALL CONCRETE - SHEET B

GENERAL NOTES

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEETS No 7 AND 8.


1.5mm UNLESS NOTED OTHERWISE.

EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS OF

AFTER FABRICATION.

PROTECTION ANGLE ASSEMBLIES SHALL BE HOT-DIP GALVANISED

WELDING SYMBOLS COMPLY WITH AS 1101.3.

THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1.

STEEL DOWELS SHALL CONFORM TO AS/NZS 4671-R250N.

STEEL SECTIONS SHALL CONFORM TO AS/NZS 3679.1-300.

SCALE OR AS SHOWN

3 700

100

1 000

300

425

87

313

600

100

500

325

25

250250

VIEW 10

-

(TYP)

60

(TYP)

60


3%

2 REQUIRED OPPOSITE HAND

2 REQUIRED AS SHOWN

11.51

278

PREACAST WING WALL

STITCH POUR

CURTAIN WALL

ABUTMENT

2 000

BOLT GROUP

�

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

-

10

-

10

-



6803003 700

1 6

35

RL

680 300 3 700

1 6

35

RL RL

OF BEARING OF BEARING

� �

8

-

8

-

9

-

9

-

9

-

9

-

8

-

8

-

RL

RL

RL

RL

RL

RL

RL

SECTION 9

-

100 200 300 400 500mm0

100 50

25

90 120 115

100 200 300 400 500mm0

100 50

90 120 115

5

5

SECTION 8

-

VARIES

25

325

150

600

325

150

VARIES

85

3%

(T

YP)

SHEET No 65

FOR DETAILS SEE

ANCHOR BOLT(TYP)

M24 x 380 LONG

SHEET No 65

FOR DETAILS SEE

ANCHOR BOLT(TYP)

M24 x 320 LONG

3%

SEE SHEET No 59

FOR GROUTING DETAILS

ERECTION OF RAILINGS(TYP).

WITH GROUT AFTER

RECESS SHALL BE FILLED

60 x 60 x 20 DEEP FORMED

0 100 200 300mm

100 50

60

0 100 200 300mm

100 50

SECTION 7

-

90

905

0

50

ROUNDED TO R10

4 REQUIRED

ATTACHMENT HOLES

�16 FORMWORK

SHEAR CONNECTORS

STUD WELDED

�16 x 150 LONG

90 x 90 x 10 ANGLE x 3 990 LONG

350SPACING OF STUDS: 11 SPACES AT 300 = 3 300340

200SPACING OF STUDS: 12 SPACES AT 300 = 3 600190

50

200SPACING OF �10 HOLES: 6 SPACES AT 600 = 3 600190

50SPACING OF �16 HOLES: 2 AT 1 940 = 3 880

�10 AIR HOLE

PROTECTION ANGLE ASSEMBLY

ELEVATION

25

MB12DL10

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.

BRIDGE ENGINEER (NEW DESIGN) 42

SAssiADey

ADey


0 200 400 600 800

200 100

1 000mm

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.

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 PRECAST ABUTMENT SILL BEAMS REINFORCEMENT

SUPPLIERS RECOMMENDATIONS OR APPROVED EQUIVALENT.

AT ONE END 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.

REINFORCEMENT FOR OTHER OPTIONS ARE SIMILAR EXCEPT AS NOTED OTHERWISE.

REINFORCEMENT FOR OPTION 1 WITH SIX PILES/COLUMNS IS SHOWN.

COUPLERS, DOWELS, ANCHOR BOLTS, HOLES AND RECESSES.

REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEAR

DENOTES VARIABLE LENGTH BAR.

THE DEVELOPMENT LENGTH SHALL BE 80% OF THE VALUE TABULATED ABOVE.

DATE

APPROVED FOR USE


W Ariyaratne

07.10.2016

S15

1

-

1

-

2

-

2

-

S9

1

-

650

SECTION 5

-

SECTION 4

-

VIEW 3

-

3

-

3

-

4

-

4

-

5

-

5

-

VIEW 6

-

6

-

6

-

1

-

950 520

700

150

150

950

PLAN

ELEVATION

SHOWN

BUT OPPOSITE HAND

SIMILAR

CJ CJ

150 150 155 155 155 150150150155155155

NOT SHOWN FOR CLARITY

REINFORCEMENT S20, S21, S22, S23

1 REQUIRED FOR ABUTMENT B

1 REQUIRED FOR ABUTMENT A

S5 4-N16-HH-150

S4 4-N16-HT-150

S14 5-N16-HH-150

S13 5-N16-HT-150

S8 7-N16-HH-150

S7 7-N16-HT-150

S11 5-N16-HH-150

S10 5-N16-HT-150

S11 5-N16-HH-150

S10 5-N16-HT-150

WITH S3 BARS

S17 4-N16-LL LAPPEDS3 4-N16-V-200 EF

S19 30-N16-LL-150

AS SHOWN IN SECTION

S2 4-N20-S-EF SPACED S19 30-N16-LL-150S17 4-N16-LL-200

LAPPED WITH S2

S16 4-N16-LL

S5 4-N16-HH-150

S4 4-N16-HT-150

S6 4-N16-DZ-150S9 4-N16-DZ-150S12 4-N16-DZ-150S12 4-N16-DZ-150S9 4-N16-DZ-150S6 4-N16-DZ-150

LAPPED WITH S2

S16 4-N16-LL

LAPPED WITH S1

S15 5-N16-LL

S16

S5

S4 AND

S6

S8

S7 AND

S3 S19

S11

S10 AND

AS SHOWN IN SECTION

S1 5-N24-S FF SPACED

S29 6-N24-V NF AND

S12

S14

S13 AND S12

S11

S10 AND S9S2

S8

S7 AND

S6

S8 7-N16-HH-150

S7 7-N16-HT-150

S15

S23 5-N16-V-150 NF

S22 5-N20-V-150 FF

S20 6-N20-S-150 FF

S21 6-N16-S-150 NF

S21

S19 LAPPED WITH S1

S15 S-N16-LL

CONCRETE WINGWALL

PRECAST

CONCRETE WINGWALL

PRECAST

CONCRETE WINGWALL

PRECAST

S27

S1

S27

S27 2-N20-S

S27 2-N20-S

S28 4-N12-S S28 4-N12-S

S28

85150

S28

190755

(TYP) (TYP)

S4 AND S5

S16

S29

7

-

S20

83

438

162

83

438

162

162

162

S22

S23

TO SHEETS No 11 AND 12

REINFORCEMENT REFER

PRECAST WINGWALL


REINFORCEMENT REFER

PRECAST WINGWALL


REINFORCEMENT REFER

PRECAST WINGWALL

SECTION 1

-

SECTION 2

-

100 200 300 400 500mm0

100 50

100 200 300 400 500mm0

100 50

510

510

100180

480

100290120

SECTION 7

-

8

-

8

-

SECTION 8

-

S26

100 200 300 400 500mm0

100 50

100 200 300 400 500mm0

100 50

8

-

130

TY

P

270

2 EQUAL

550

75 COVER 75 COVER40 COVER

3 E

QU

AL S

PA

CE

S

3 E

QU

AL S

PA

CE

S

4 S

PA

CE

S A

T 1

70

4 S

PA

CE

S A

T 1

70

S2

S1S1

S2

S25

S24

SPACES

CJ CJ

CJ

S3 S3

AS SHOWN IN SECTION

S24 3-N20-A SPACED

S25 1-N20-A

S26 3-N20-HT-150

S13

S10 OR

S7 OR

S4 OR

S14

S11 OR

S8 OR

S5 OR

S12

S9 OR

S6 OR

S19S19

800

S28

315

80

S28

AND REBAR

COUPLER

WELD

S27 TACK

S29

FR

OM T

OP O

F PIL

E/C

OL

UM

N

PR

OT

RU

DIN

G R

EIN

FO

RC

EM

EN

T

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

S29

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


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



N20

GENERAL NOTES

N12 N16BAR SIZE:


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


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


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



INTO STICH POUR

W8 PROTRUDING





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




INTO PRECAST SILL BEAM

BARS EMBEDED

W4W15

W5

W3

215

950 950

950950

W8

W4

W3

W5



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

MB12DL12

7/1

0/2

016

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

0

125250

250 500 750mm

PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET B

GENERAL NOTES


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


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








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



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



950950

W8

W4

W5

W3

W15 3-N16-SH-150

6

13

W8 11-N20-S-150 FF



BARS EMBEDED



BARS EMBEDED

W13

W5 7-N16-A-150

6

13

6

13

W16 AND W17

W11

W11

W18

MB12DL13

7/1

0/2

016

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THIS D

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

100 200 300 400 500mm0

100 50

PRECAST ABUTMENT WINGWALL REINFORCEMENT - SHEET C

GENERAL NOTES


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



W19W16

W6

W12

W15

W18

W2

W2

W17

W11

W4 W3 W4

W11

W3

W1W1

W8

W4

530

W3

90° TYP

MB12DL14


3

0 200 400 600 800

200 100

1 000mm

RMS SPECIFICATION B241

DENOTES HOT DIP GALVANIZED IN ACCORDANCE WITH

SPECIFICATION B240.

DENOTES DOWELS TO CONFORM TO THE REQUIREMENTS OF RMS



OF THE PRINCIPLE.



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 18.4 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


SCALE OR AS SHOWN.

GENERAL NOTES



215

215

450

900

1

-

1

-

3

-

3

-

285

125 125

4

-

4

-

A

-

LIFTING ANCHOR

LIFTING ANCHOR

LIFTING ANCHORS

ELEVATION

PLAN

4 6004 600

TY

P

415


OF BEARINGS

CONCRETE HEADSTOCK

PRECAST REINFORCED

300

900

300

910

COLUMN(TYP)

800

3%

3 6903 690

RL

330

330

450

350

280

6851 1301 3701 130

280

685

250

240

240

800

(TYP)

OF BEARING

PIER 2 CH

PIER 1 CH

685 1 130 1 370 1 130

1 0

38

3%

PLINTH

SHEAR KEY

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

900

300

300

910

350

330

330

285

280280

685

240

240

C

AND CONTROL LINE

OF BRIDGE

OF PIER AND VOIDS

OF BEARINGS

C

C

C

C

C

AND CONTROL LINE

OF BRIDGE C

RL

505 565505565

�

280 280 280 280

PLINTH(TYP)

SHEAR KEYOF COUPLERS(TYP)

OF VOID AND COLUMN(TYP)

SECTION 1

-

100 200 300 400 500mm0

100 50

SECTION 4

-

100 200 300 400 500mm0

100 50

33

38

C

23

B

23

900

2

23

2

23

2

23

2

23

100 200 300 400 500mm0

100 50

5050 240240

SECTION 3

-

175

900

275275 175

215215

HEADSTOCK

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

HEADSTOCK

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

175 275275 175

215215

900

800

160

415

C OF PIER AND VOID OF PIER AND VOID

COLUMN

800

COLUMN

800

C C

C

450450

STRENGTH OF 450 MPa)

ASTM AS76 (MIN YIELD

STEEL DOWEL TO

GRADE 2205 STAINLESS

�30 x 450 LONG

(TYP)

50 x 50 CHAMFER


PLINTH

SHEAR KEY

FOR DETAILS SEE SHEET No 51

FORMED RECESS(TYP)

80 x 70 DEEP

DETAIL A

-

OF BEARINGS

OF BEARINGS

OF PIER

OF BEARINGSC

100 200 300 400 500mm0

100 50

C

C

C

9595

350

350

EQUIVALENT(TYP)

AND N20 REBAR OR APPROVED

LENTON BOLT COUPLER EL20S13

215

215

FORMED RECESS(TYP)

80 x 70 DEEP

7/1

0/2

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ndards in D

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B1000_

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R B

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PO

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

MB12DL15

0 200 400 600 800

200 100

1 000mm


GENERAL NOTES



b) OTHER BARS:

510

430 910

650

690 530

880 1190


N32 N36




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 THREE COLUMNS IS SHOWN.


AT ENDS AND TIGHTENED INTO COUPLERS IN ACCORDANCE WITH


TO SUIT THE NUMBER OF VOIDS.

DENOTES NUMBER OF BARS TO BE ADJUSTED







REINFORCING BARS INTO HEADSTOCK


650

1

-

1

-

2

-

2

-

1

-

1

-

2

-

H11

100 120 120 120 120 10090

90

ELEVATION

PLAN

H13 2-N16-HH-150

H12 2-N16-HT-150

H12 AND H13

H6 3-N16-HH-130

H5 3-N16-HT-130

H12 AND H13

H13 2-N16-HH-150

H12 2-N16-HT-150

WITH H8 AND H9

H14 3-N16-LL LAPPED

H4 4-N16-HZ-150

H10

H11

H3 21-N16-HH-150

H2 21-N16-HT-150

AS SHOWN IN SECTION

H8 1-N20-S EF SPACED

AS SHOWN IN SECTION

H9 3-N20-S-EF SPACED

H1 4-N16-HZ-150

H7 H3 21-N16-HH-150

H2 21-N16-HT-150

H4 4-N16-HZ-150

H6 3-N16-HH-130

H5 3-N16-HT-130

WITH H8 AND H9

H14 3-N16-LL LAPPED

H14

H6

H5 AND H9

H3

H2 AND

IN SECTION

SPACED AS SHOWN

H10 6-N24-V-NF

H7 6-N24-S-FFH1

H3

H2 AND

H4

H6

H5 AND

H9

H14

WITH H7 AND H10

H11 4-N16-G LAPPED

WITH H7 AND H10

H11 4-N16-G LAPPEDH19 1-N20-LL

H19 1-N20-LL

H4

H19 1-N20-LL

H19 1-N20-LL

H19 H19

755

(TYP)

(TYP)190

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

-

550

130270100270

4 EQUAL SPACES

H7

H9

H7

H9

H8H8

H8

H8

H15

H10 H10

-

4AS SHOWN IN SECTION

H16 5-H20-A SPACED4 S

PA

CE

S A

T 1

45

65

H4

H1 OR

115 285 100 285 115

4 S

PA

CE

S A

T 1

45

115285100400

AS SHOWN IN SECTION

H15 1-N20-A PLACED

H17H18

H18 3-N16-FZ-130

H17 3-N16-FZ-130

H2 OR H5 OR H12

750

TY

P

270

H19

H15

H19

(TYP)

100 H3 OR H6 OR H13

H16

FR

OM T

OP O

F C

OL

UM

N

PR

OT

RU

DIN

G R

EIN

FO

RC

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THIS D

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FID

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L A

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SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

90° TYP

MB12DL16


3

0 200 400 600 800

200 100

1 000mm



SPECIFICATION B240.




OF THE PRINCIPLE.







MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 15 TONNES BASED




SPECIFICATION B80.






40 MPa.



SCALE OR AS SHOWN.

GENERAL NOTES



215

215

450

450

900

1

-

1

-

3

-

3

-

285

125 125

750

285

A

-

LIFTING ANCHOR

LIFTING ANCHOR

LIFTING ANCHORS

OF BEARINGS


3%3%

OF VOID AND COLUMN(TYP)

(TYP)

OF BEARING

PIER 2 CH

PIER 1 CH

RL

ELEVATION

PLAN

4 6004 600

750

300

300

9103 SPACES AT 2 460 = 7 380

350

330

330

280

685 1 130 1 370 1 130

280

685

280280

545

6851 1301 3701 130

280

545

280

685

280280

350

330

330

240

240

800

888

CONCRETE HEADSTOCK

PRECAST REINFORCED

COLUMN(TYP)

600

250

300

300

910

240

240

C

OF BEARINGS

OF PIER AND VOIDS

AND CONTROL LINE

OF BRIDGE C

C

C

C

C

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

505565 505 565

TY

P

415

�

RL

2

-

2

-

C

AND CONTROL LINE

OF BRIDGE

OF COUPLERS(TYP)

PLINTH(TYP)

SHEAR KEY

PLINTH

SHEAR KEY

SECTION 1

-

100 200 300 400 500mm0

100 50

SECTION 2

-

100 200 300 400 500mm0

100 50

900

175 275275 175

215215

900

175 275275 175

215215

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOIDHEADSTOCK

OF PIER AND VOID OF PIER AND VOIDC

C

C

C

HEADSTOCK

100 200 300 400 500mm0

100 50

5050 240240

SECTION 3

-

900

800

160

415

450450



STEEL DOWEL TO


�30 x 450 LONG

COLUMN

�600

COLUMN

�600


PLINTH

SHEAR KEY


FORMED RECESS(TYP)

�80 x 70 DEEP

(TYP)

50 x 50 CHAMFER

DETAIL A

-

OF BEARINGS

OF BEARINGS

OF PIER

OF BEARINGSC

100 200 300 400 500mm0

100 50

C

C

C

9595

EQUIVALENT(TYP)



215

215

350

350

FORMED RECESS(TYP)

80 x 70 DEEP

7/1

0/2

016

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B1000_

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FID

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L A

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HE P

UR

PO

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F T

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OMIN

AT

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ROJE

CT


SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

MB12DL17

0 200 400 600 800

200 100

1 000mm

GENERAL NOTES




SCALE OR AS SHOWN.







b) OTHER BARS:

510

430 910

650

690 530

880 1190


N32 N36

1520

1170

1870

1440

2760

1740

OTHERWISE.


REINFORCEMENT FOR OPTION 1 WITH FOUR COLUMNS IS SHOWN.















650

1

-

1

-

2

-

2

-

1

-

2

-

ELEVATION

PLAN

90

H14 AND H15

100

H15 2-N16-HH-150

H14 2-N16-HT-150

H14 AND H15

H15 2-N16-HH-150

H14 2-N16-HT-15090

105100

H8 3-N16-HH-130

H7 3-N16-HT-130

105 150 105105 150

H16

H6 4-N16-HZ-150

H5 13-N16-HH-150

H4 13-N16-HT-150

H12

H13

H5

H4 AND

AS SHOWN IN SECTION

H10 1-N20-S EF SPACED

H3 4-N16-HZ-150

H2 6-N16-HH-150

H1 6-N16-HT-150

H3

H2

H1 AND

IN SECTION

SPACED AS SHOWN

H12 6-N24-V-NF

H9 6-N24-S-FF

AS SHOWN IN SECTION

H11 2-N20-S-EF SPACED

H3 4-N16-HZ-150

H9

H3

H5 13-N16-HH-150

H4 13-N16-HT-150

H5

H4 AND

H6 4-N16-HZ-150

H6

H8

H7 AND

H16

H8 3-N16-HH-130

H7 3-N16-HT-130

WITH H10 AND H11

H16 3-N16-LL LAPPED

WITH H9 AND H12

H13 4-N16-G LAPPED

WITH H10 AND H11

H16 3-N16-LL LAPPED

H11

WITH H9 AND H12

H13 4-N16-G LAPPED

H11

H21 1-N20-LL

H21 1-N20-LL

H6

H21 1-N20-LL

H21 1-N20-LL

H21H21

1

-

H7 AND H8

755

(TYP)

900

200

H2 6-N16-HH-150

H1 6-N16-HT-150

H2

H1 AND

(TYP)190

3

-

H13

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

-

4

-

4 EQUAL SPACES

3 S

PA

CE

S A

T 1

45

H11

65

H10

115 285 100 285 115

H9

H10

TY

P

270

3 S

PA

CE

S A

T 1

45

65

400 115285100

H9

130270100270

AS SHOWN IN SECTION

H17 1-N20-A PLACED

AS SHOWN IN SECTION

H18 5-H20-A SPACED

H20 3-N16-FZ-130

H19 3-N16-FZ-130

550

H18

H17

H19H20

H17

H12

H11

H10

H7 OR H14

H1 OR H4 OR

H10

H12

750

H21

H3 OR H6

H21

(TYP)

100 OR H15

OR H5

H8 OR H2

FR

OM T

OP O

F C

OL

UM

N

PR

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RU

DIN

G R

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FO

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EN

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ndards in D

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B1000_

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DU

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R B

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2m M

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2M

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R.d

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11:1

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0 A

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THIS D

RA

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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


SHEET NoISSUE

BRIDGE No

No OF PLANS

REGISTRATION

DESIGN

DRAWING

PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

90° TYP

MB12DL18


3

0 200 400 600 800

200 100

1 000mm



SPECIFICATION B240.




OF THE PRINCIPLE.







MASS OF PRECAST HEADSTOCK IS APPROXIMATELY 17 TONNES BASED




SPECIFICATION B80.






40 MPa.



SCALE OR AS SHOWN.

GENERAL NOTES


OPTION 2 WITH FIVE PRECAST

DETAIL A

-

OF BEARINGS

OF BEARINGS

OF PIER

OF BEARINGSC

100 200 300 400 500mm0

100 50

C

C

C

9595

EQUIVALENT(TYP)



215

215

350

350

FORMED RECESS(TYP)

80 x 70 DEEP

100 200 300 400 500mm0

100 50

175550175

215215

HEADSTOCK

900

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

450 x 450 PILE

OF PIER AND VOID

��

SECTION 1

-

100 200 300 400 500mm0

100 50

5050 240240

SECTION 2

-

900

800

160

415



STEEL DOWEL TO


�30 x 450 LONG

OF BEARING

PLINTH

SHEAR KEY


FORMED RECESS(TYP)

�80 x 70 DEEP

(TYP)

50 x 50 CHAMFER

25

(T

YP)

215

215

450

450

900

2

-

2

-

285

125 125

900

285

LIFTING ANCHOR

LIFTING ANCHOR

LIFTING ANCHORS

3%3%

PLINTH

SHEAR KEY

(TYP)

OF BEARING


CONCRETE PILES

PRECAST REINFORCED

450 x 450

POUR(TYP)

CONCRETE STITCH

FOR CAST-IN-SITU

550 x 550 VOID

ELEVATION

PLAN

330

330

1 0

38

4 6004 600

900

300

300

9101 8451 8451 8451 845910

300

300

350

280

6851 1301 3701 130

685

250

800

240

240

280 280 280

685 1 130 1 370 1 130

545

280

685

280

330

330

240

240

350

OF BEARINGS

OF PIER AND VOIDS

OF BEARINGS

C

C

C

C

AND CONTROL LINE

OF BRIDGE

C OF VOID AND PILE (TYP)

CONCRETE HEADSTOCK

PRECAST REINFORCED

280280

1

-

1

-

A

-

565 505 505 565

C

TY

P

415

�

PIER 2 CH

PIER 1 CH

RL

RL

AND CONTROL LINE

OF BRIDGE C

PLINTH(TYP)

SHEAR KEY

OF COUPLERS(TYP)

7/1

0/2

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SHEET NoISSUE

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REGISTRATION

DESIGN

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PREPARED CHECKED

No SHEETS


ISSUE STATUS

www.rms.gov.au

PHONE (02) 8837-0811


PREPARED BY



D.G.C.


APPROVED FOR USE


SAssiADey

ADey


W Ariyaratne

07.10.2016

MB12DL19


0 200 400 600 800

200 100

1 000mm

GENERAL NOTES




SCALE OR AS SHOWN.





b) OTHER BARS:

650 880

690530430

N28N24 N32

510

N36



N20

N12 N16BAR SIZE:

1190

910

1520

1170

1870

1440

2760

1740












OPTION 2 WITH FIVE PRECAST REINFORCED CONCRETE PILES

OTHERWISE.


R

country bridge solutions...country bridge solutions type 1 - 2 lanes - 12m span modular bridge...

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