Country Bridge Solutions Concept Drawings...e \C u rr e n t_ P ro je c ts \D e s ig n \D 1 0 4 0 _ P...

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

SCHEDULE OF DRAWINGS

COUNTRY BRIDGE SOLUTIONS

RMS PRESTRESSED CONCRETE MODULAR BRIDGE

CAD No D1040CS.dgn

REGISTRATION No OF PLANS

No OF SHEETS

ISSUE STATUS:PRELIMINARY

SHEET No 1 10 0ISSUE

6/1

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COMPLYING WITH ISO/AS 9001 BY AN ACCREDITED CERTIFICATION BODY

DESIGNED AND PRODUCED UNDER A QUALITY SYSTEM CERTIFIED AS

FACSIMILE (02) 8837-0055

PHONE (02) 8837-0802

PARRAMATTA NSW 2150

110 GEORGE STREET

ENGINEERING BRANCH

BRIDGE AND STRUCTURAL

PREPARED BY

COPYRIGHT ROADS AND MARITIME SERVICES 2014

10

9

8

7

6

5

4

3

2

1

TRAFFIC BARRIER RAILING - SHEET A

HEADSTOCK SUPPORT FRAME - DETAILS

DECK MODULE - REINFORCEMENT

DECK MODULE - CONCRETE

SUGGESTED CONSTRUCTION SEQUENCE

GENERAL ARRANGEMENT - SHEET D

GENERAL ARRANGEMENT - SHEET C

GENERAL ARRANGEMENT - SHEET B

GENERAL ARRANGEMENT - SHEET A

COVER SHEET

BRIDGE OVERTOPPED WITH WATER FLOW VELOCITY OF 4 m/sec.

WATER FLOW FORCES

= 48 m/sec at ULS

DESIGN SPEED = 37 m/sec at SLS

WIND LOADING

DESIGN CATEGORY: BEDC-1 OR BEDC-2

SITE SUB-SOIL CLASS: Ce

DESIGN SEISMIC HAZARD FACTOR; 0.14

BRIDGE CLASSIFICATION: TYPE 1

EARTHQUAKE LOADING:

TRAFFIC BARRIER PERFORMANCE LEVEL: LOW/REGULAR

ROUTE FACTOR: 0.5

NUMBER OF HEAVY VEHICLES PER LANE PER DAY: 200

ROAD TRAFFIC LOADING: SM1600

DESIGN STANDARD AS 5100 - BRIDGE DESIGN

BRIDGE CARRIAGEWAY WIDTH SUITABLE FOR AADT UP TO 1000.

TRAFFIC VOLUME

DESIGN FILE: SF2014/015470

DESIGN CRITERIA

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

0 5m4321

1 0.5

GENERAL ARRANGEMENT - SHEET A

2

GENERAL NOTES

R DENOTES RESTRAINED BEARING.

F DENOTES FIXED BEARING.

E DENOTES EXPANSION BEARING.

CL DENOTES CONTRACT LEVEL.

TP DENOTES TANGENT POINT.

SOP DENOTES SETTING OUT POINT.

SOL DENOTES SETTING OUT LINE.

REDUCED LEVELS ARE RELATED TO AUSTRALIAN HEIGHT DATUM

CHAINAGES AND REDUCED LEVELS ARE IN METRES.

DIMENSIONS ARE IN MILLIMETRES.

SCALE OR AS SHOWN.

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040GAA.dgn

SENIOR BRIDGE ENGINEER (NEW DESIGN)

REVISION PREP CHECK AUTHDATEISSUE

CLIENT:

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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055

110 GEORGE STREET PARRAMATTA NSW 2150

BRIDGE AND STRUCTURAL ENGINEERING BRANCH

PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

PLAN

END OF SUPERSTRUCTURE

ABUTMENT A


ABUTMENT B¶ OF PIER 1 ¶ OF PIER 2

1

2

1

2

EXISTING SURFACE

ELEVATION

SPAN 1

11 990END OF SUPERSTRUCTURE

ABUTMENT A

SPAN 3

11 990

SPAN 2

12 000


ABUTMENT B

(BY OTHERS)

EACH END OF BRIDGE

THRIE BEAM AT

GENERAL ARRANGEMENT - SHEET B

R.BOONZAIER

3

0 100 200 300mm

100 50

GENERAL NOTES

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL INSITU CONCRETE SHALL BE 40 MPa.

CONCRETE EXPOSURE CLASSIFICATION: B1

SCALE OR AS SHOWN

SECTION 1

1

CONCRETE HEADSTOCK

PRECAST REINFORCED

0

500 250

500 1 500mm1 000

3%

CONCRETE WEARING SURFACE

FLUSH SEAL OR

3%

CLOSURE STRIP

IN-SITU CONCRETE

800

1 650

700 831

8 500

CONCRETE PILE

DRIVEN REINFORCED

DECK MODULE

INTERNAL

PRECAST CONCRETE

850 1 650 427

2 5002 5002 500

BARRIER

LEVEL TRAFFIC

LOW PERFORMANCE

9 200

¶ BRIDGE B

-

EXTERNAL DECK MODULE

PRECAST CONCRETE

A

-

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040GAB.dgn



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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

DETAIL A

-

¶ OF BEARING AND DOWEL

PSC DECK MODULE

OR SILL BEAM

TOP OF HEADSTOCK

STAINLESS STEEL DOWEL

WITH CEMENT GROUT

FORMED RECESS FILLED

NON-SHRINK GROUT

BEARING PART No 010602R-5

LAMINATED ELASTOMERIC

230 x 150 x 36

3%

TYPICAL BEARING INSTALLATION

FOR BEARING

PSC DECK MODULAR

RECESS IN SOFFIT OF

250 x 180 x 5 DEEP

NOMINAL

10 GAP

300

150

DETAIL B

-

LATERAL RESTRAINT BLOCK DETAIL

CAST IN COUPLER

LATERAL RESTRAINT BLOCK

CLOSURE STRIP

IN-SITU CONCRETE

FOOT PLATE

CAST-IN

EXTERNAL DECK MODULE

PRECAST CONCRETE

CONCRETE HEADSTOCK

TOP OF PRECAST REINFORCED

MIN50

160

90

2

4

2

4

STAINLESS STEEL

500 LONG N28 BAR

NO

M

60

BEARING BASE PLATE

200 x 12 PLATE x 300 LONG

2525

PLAN

BEARING BASE PLATE DETAIL

BASE PLATE

200 x 12 PLATE 300 LONG

300

200

·14 HOLE

THREADED HOLE

4/·10mm

BEARING INSTALATION PROCEDURE

PLATE AND SOFFIT ARE PARALLEL.

PRESSED FIRMLY AND EVENLY UP INTO THE RECESS IN SOFFIT OF MODULE, AND

ADJUST NYLON SCREWS UNDER EACH BEARING PLATE SO THAT BEARING IS5.

TEMPORARY SUPPORT JACKS

PRECAST CROSS GIRDER

BASE PLATE

BEARING

HOLE

THREADED

·10mm

30mm LONG

NYLON SCREW

M10 HEX HEAD

25N

OM

20

RAISE AND SUPPORT MODULE IN PERMANENT POSITION4.

SUPPORT JACKS..

HOIST PRECAST DECK MODULE INTO POSITION, RESTING ON TEMPORARY3.

PLACE BEARINGS ON PLATES.2.

HEADS DOWNWARD AND PRODRUDING 15mm.

PLACE BEARING PLATES ON HEADSTOCKS WITH NYLON SCREWS INSERTED,1.

PERMANENT BEARINGS AND REMOVE JACKS.

ONCE GROUT HAS REACHED STRENGTH, TRANSFER LOAD TO7.

FORM AND GROUT UNDER BEARING PLATE.6.

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

GENERAL ARRANGEMENT - SHEET C

4

0

500 250

500 1 500mm1 000

GENERAL NOTES

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

SCALE OR AS SHOWN

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040GAC.dgn



CLIENT:

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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

8 500

9 200

BARRIER

PERFORMANCE

LOW LEVEL

SILL BEAM

PRECAST ABUTMENT

3% 3%

ELEVATION OF ABUTMENT

PRECAST ABUTMENT SILL BEAMSILL BEAMPRECAST ABUTMENT

WING WALL PANEL

PRECAST CONCRETE

PLAN

1

-

1

-

PRECAST CONCRETE WALL PANELS

600 x 200 THICK

200

CONCRTE PILES

DRIVEN REINFORCEDSECTION 1

-

3 000

5 000

2

-

2

-

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

GENERAL ARRANGEMENT - SHEET D

75150

0 150 300 450mm

/R.B.

5

GENERAL NOTES

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

SCALE OR AS SHOWN

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040GAD.dgn



CLIENT:

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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

5

-

5

-

SECTION 5

-

400

900

300

575

C.J. C.J.

C.J.

450

700

MIN (V

ARIE

S)

225 375

1 19

0

MIN (V

ARIE

S)

25

HEADSTOCK

PRECAST

25

BEARING PAD

ELASTOMERIC

BEARING PAD

ELASTOMERIC

SUPPORT FRAME

HEADSTOCK700

MIN (V

ARIE

S)

1 000 HEADSTOCK

DECK MODULE

PRECAST CONCRETE

HEADSTOCK

PRECAST

BEARING PAD

ELASTOMERIC

SILL BEAM

ABUTMENT

PRECAST

250

REINFORCED CONCRETE PILE

PRECAST DRIVEN

WALL PANEL

PRECAST

LONGITUDINAL SECTION

AT ABUTMENT AT PIER

ASSEMBLY

TIE BOLT

SEALANT JOINT

BUFFER BEARING

ELASTOMERIC

INFILL

FOR INSITU CONCRETE

460 x 460 BLOCKOUT


PRECAST DRIVEN


PRECAST DRIVEN

DECK MODULE

PRECAST CONCRETE

DECK MODULE

PRECAST CONCRETE

25

SEALANT JOINT

250 250

525

DECK MODULE

PRECAST CONCRETE

90

160

CLOSURE STRIP

INSITU CONCRETE

CLOSURE STRIP

INSITU CONCRETE

HEADSTOCK

PRECAST

RESTRAINT BLOCK

LATERAL

SECTION 2

2

ABUTMENT DECK STITCH

INSITU CONCRETE

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

SUGGESTED CONSTRUCTION SEQUENCE

CUT OFF AND STRIP TOP OF PILES AS REQUIRED*

DRIVE AND TEST PRECAST REINFORCED CONCRETE PILES*

BEARINGS (SEE BEARING INSTALLATION PROCEDURE)

ADJUST AND GROUT BEARINGS AND TRANSFER LOAD TO PERMANENT *

ONTO TEMPARARY SUPPORT JACKS

ERECT PRECAST CONCRETE DECK MODULES WITH RAILING ATTACHED *

PIERS AND ABUTMENTS

PLACE BEARING BOTTOM ATTACHMENT PLATES AND BEARINGS AT *

COMPLETE CONSTRUCTION*

INSTALL SEALANT DECK JOINTS*

INSTALL APPROACH ROAD BARRIERS

COMPLETE INSTALLATION OF TRAFFIC BARRIER RAILING AND *

1. 2. 3.

4. 5. 6.

POUR CONCRETE INTO HEADSTOCK AND SILL BEAM BLOCKOUTS*

ERECT PRECAST HEADSTOCK AND ABUTMENT SILL BEAMS*

PLACE HEADSTOCK SUPPORT FRAMES*

6

LEVEL DIFFERENCE OF 1.0m

ABUTMENTS MAINTAINING MAXIMUM FILL HEIGHT

AND WINGWALL PANELS AND BACKFILL BEHIND BOTH

PROGRESSIVELY INSTALL PRECAST ABUTMENT WALL*

AND POUR CLOSURE STRIPS BETWEEN PRECAST DECK MODULES

FIX REINFORCEMENT, INSTALL HOLD DOWN BOLTS AND TIE BOLT ASSEMBLIES,*

FIX REINFORCEMENT AND POUR ABUTMENT DECK STITCH*

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040SQ.dgn



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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

DECK MODULE - CONCRETE

0 100 200 300mm

100 50

7

GENERAL NOTES

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 8

SCALE OR AS SHOWN

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040DMC.dgn



CLIENT:

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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

4001 650400

2 450

350

100

160

440

320

TYPICAL CROSS SECTION


440

160

100

320

1 650 400

330

50

780320

750

375 375

500 375

875 350

780320

300

755

150

100 100

·75 VENTILATION HOLE

·75 VENTILATION HOLE

INTERNAL PRECAST CONCRETE

EXTERNAL PRECAST CONCRETE

100

25

V DRIP CATCH

10 DEEP

5

13 x 13 CHAMFER

10 RADIUS OR

NOMINAL

13 x 13 CHAMFER

10 RADIUS OR

NOMINAL

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

DECK MODULE - REINFORCEMENT

8

GENERAL NOTES0 100 200 300mm

100 50

SCALE OR AS SHOWN

DESIGN LOADING: SM1600

POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM EACH END.

DURING STORAGE, TRANSPORT AND HANDLING, MODULE SHALL BE IN AN UPRIGHT

MASS OF MODULE IS APPROXIMATELY 18 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/cu m

AND IS 7mm AT 28 DAYS, ASSUMING:

CALCULATED HOG OF MODULE AT TRANSFER IS 5mm

APPLICATION OF EPOXY RESIN.

END OF MODULE AND EXPOSED STRANDS SEALED AGAINST CORROSION BY THE

AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH THE

IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL BE 138 kN.

THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE MODULE

1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING FORCE OF 184 kN.

STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE STRENGTH

FORM VIBRATORS.

FORMWORK MOULD WITH INTENSE COMPACTION USING A VIBRATING TABLE OR

THE COVER SPECIFIED IS BASED ON THE MODULE BEING CAST IN A RIGID STEEL

BE 35mm UNLESS SPECIFIED OTHERWISE.

NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL

SHALL BE 35 MPa.

MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER OF PRESTRESS

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.

CONCRETE EXPOSURE CLASSIFICATION: B1

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040DMR.dgn



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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER


50

50

105

2/12.7mm STRANDS

N12 - 200 SPACING

N12

N20

N12

45 C

OV

ER

35 COVER

10/12.7mm STRANDS


50

50

105

N12

N20

N12

45 C

OV

ER

35 COVER

10/12.7mm STRANDS

N12

N12 - 200 SPACING

2/12.7mm STRANDS

35 C

OV

ER

N12

N12

INTERNAL PRECAST CONCRETE MODULE

EXTERNAL PRECAST CONCRETE MODULE

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

HEADSTOCK SUPPORT FRAME - DETAILS

0

50

150mm10050

25

9

GENERAL NOTES

SCALE OR AS SHOWN

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040SFD.dgn



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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

570

390

30 430 30

40

75

75

570

PLAN

VIEW 6

-

6

-

6

-

HEADSTOCK SUPPORT FRAME

TOP OF DRIVEN PILE

SUPPORT GUIDE

HEADSTOCK

RECESS

HEADSTOCK

HEADSTOCK SUPPORT FRAME ASSEMBLY

MO

RT

AR P

AD

NO

M 10 T

HIC

K

100

75 x 40 FLAT

(TYP)

20 x 20 SQUARE10

0

390

VIEW 7

-

7

-

7

-

20 20 20 20

SQUARE

20 x 20 X 40 LONG

NOM

15

125125

300

310

75

100110

250

PRELIMINA

RY: N

OT FO

R CON

STRU

CTION

RB 30.6.14

GENERAL NOTES0 100 200 300mm

100 50

RAILS.

THE LONGITUDINAL SEAM IN RHS MEMBERS SHALL BE ON THE UNDERSIDE OF THE

CONNECTORS TO BE TRIAL FITTED BEFORE GALVANIZING TO ENSURE LOOSE FIT.

SEAM WELD INSIDE RHS TO BE GROUND OFF FOR 250mm MINIMUM FROM END OF RAIL.

ISO 13000-1 GRADE 1 AND SHALL BE UNFILLED, NOT LUBRICATED AND NOT DIMPLED.

PTFE SPACER SHALL BE 100% VIRGIN POLYTETRAFLUOROETHYLENE CONFORMING TO

RAILINGS AND CONNECTORS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.

WELDING SYMBOLS COMPLY WITH AS 1101.3.

AS GIVEN IN ROADS AND MARITIME SERVCIES SPECIFICATION B204.

ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL REQUIREMENTS

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

IN ACCORDANCE WITH AS 5100.6

BOLTING CATEGORY FOR HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE 8.8/S

HIGH STRENGTH STEEL BOLTS.

AND SHALL BE MARKED DURING MANUFACTURE TO DESIGNATE THEM AS

MATERIAL AND MECHANICAL PROPERTIES IN ACCORDANCE WITH AS/NZS 1252

HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE PROPERTY CLASS 8.8 WITH

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

RECTANGULAR HOLLOW SECTIONS SHALL CONFORM TO AS/NZS 1163-C350LO.

STEEL PLATES SHALL CONFORM TO AS/NZS 3678-250.

SCALE OR AS SHOWN

10

TRAFFIC BARRIER RAILING - SHEET A

RMS 14.493

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:



ISSUE

PRELIMINARY

CAD No D1040BRA.dgn



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PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055



PREPARED BY

L.BROWN M.BENNETT

D.G.C.


BRIDGE NUMBER

8

-

8

-

¶ OF POST

TYP5

100 x 100 x 5 SHS RAILS

15

120

15

280

INSIDE ELEVATION

POST SHALL BE PERPENDICULAR TO BASE PLATE

SECTION 8

-

WASHER (TYP)

NUT AND 4 THICK PLATE

PROTRUSION) WITH NUT, THIN

STEEL BOLTS (75 NOM

M20 x 320 HIGH STRENGTH

225

175

630

20

15

595

9

-

9

-

100

200

100

40

R

175 x 12 PLATE x 595 LONG

CUT FROM

35

20

225

¶ OF P

OST

120

TYP

15

280

125

125

15

x 280 LONG

225 x 20 PLATE

BASE PLATE3517515

SECTION 9

-

5012550

SLOTTED HOLES

4/DIA 26 x 30 LONG

D1040CSD1040GAAD1040GABD1040GACD1040GADD1040SQD1040DMCD1040DMRD1040SFDD1040BRA

Country Bridge Solutions Concept Drawings...e \C u rr e n t_ P ro je c ts \D e s ig n \D 1 0 4 0 _ P...

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Transcript of Country Bridge Solutions Concept Drawings...e \C u rr e n t_ P ro je c ts \D e s ig n \D 1 0 4 0 _ P...