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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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ATTACHMENT 2 ITEM 5 I&S COMMITTEE MUNNA PT BRIDGE REPAIRS DESIGN DRAWINGS
ATTACHMENT 2 ITEM 5 1&S COMMITTEE MUNNA PT BRIDGE REPAIRS DESIGN DRAWINGS
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CONSTRUCTION NOTES ITEM PRODUCT SPECIFIC REQUIREMENTS
NON SHRINK GROUT (FOR STEEL COLUMNS - PARCHEM CONBEXTRA C OR SIKA PREPARE AND PLACE IN ACCORDANCE Chat
REFER DRAWING 14500-S05) “SIKAGROUT 100” SUITABLE FOR 10-100MM WITH MANUFACTURERS TDS. ARRANGE <3 oy Ys
DESIGN LOADINGS/PARAMETERS: THICKNESS) FOR COMPRESSION CYLINDER TEST x 3 S
D1 PARCHEM CONTACT: SHAWN PERRY, 3902 FOR MINIMUM OF 4 BATCHES. a x,
. STRUCTURE IMPORTANCE LEVEL: BRIDGE CLASSIFICATION TYPE II, (PER AS5100.2 Cl.14.3.2) 2300 OR 0435 966 205
D2
. DESIGN SPECIFICATIONS: AS 5100 - 2004 EXCEPT WHERE NOTED.
D3 UNDERWATER REPAIR EPOXY (FOR CRACK DENSO “SEASHIELD SPLASHZONE EPOXY VEE-OUT CRACKS USING TO DIMNS on 3 OR
. CONCRETE UNIT WEIGHT (INCL REINFORCING): 25.5kN/m?,
D4 REPAIRS) MASTIC” SHOWN ON DRG 02600-S009. BLAST CLEAN
. ASPHALT UNIT WEIGHT; 24.5kN/m*
CONTACT: 1300 658 590 WITH ABRASIVE OR HIGH PRESSURE
D5. WATER. MIX AND PLACE IN ACCORDANCE yen PAS
. DESIGNTRAFFIC LOADING: T44; HLP320, W70 AS PER AS5100-2004, PART 7 RATING OF EXISTING BRIDGE.
WITH MANUFACTURER'S TDS AN
D6
. SERVICES: NO ALLOWANCE FOR FUTURE SERVICES. (DON'T DRILL INTO DECK UNITS!) REPAIR MORTAR TYPE A (FOR SMALL PATCH PARCHEM “RENDEROC HB40” PRIME, PREPARE, PLACE AND CURE IN
REPAIRS) ACCORDANCE WITH MANUFACTURERS
D7
. BRIDGE TEMPERATURE RANGES: +49°C, 3°C. TDS. AVOID USING IN LOCATIONS THAT
WILL BE WETTED BY RISING TIDE WITHIN 5
D8.
. AVERAGE BRIDGE TEMPERATURE: 25-30 °C FOR SETTING BEARINGS AND EXPANSION JOINTS AND GROUTING OF HOURS OF PLACEMENT.
DECK UNIT HOLD DOWN BOLTS.
REPAIR MORTAR TYPE B (FOR LARGE PARCHEM “RENDEROC LA55” REFER TO CONSTRUCTION SEQUENCE,
REPAIR AREAS OF PILECAPS) CONTACT: SHAWN PERRY, 3902 2300 OR 0435, DRG 02600-S008. ARRANGE FOR
D9. DIFFERENTIAL SETTLEMENT: 10mm.
966 205 COMPRESSION CYLINDER TEST x 3 FOR
MINIMUM OF 4 BATCHES.
D10.WATER/FLOOD FLOW:
BROOMED FINISH TO TOP SURFACE
- Q2 VELOCITY = 0.5 m/s
- Q2000 VELOCITY = 1.5 m/s* REPAIR GROUT TYPE C (FOR PILE DENSO “SEASHIELD 510 UNDERWATER REFER TO CONSTRUCTION SEQUENCE, '
ENCASEMENTS) GROUT” (CEMENT BASED); OR PARCHEM DRG 02600-S011. ARRANGE FOR
FLOOD LEVELS AND VELOCITIES HAVE BEEN OBTAINED FROM HYDRAULIC MODELLING PREPARED BY
“CONBEXTRA UW”; OR BATCHED CONCRETE COMPRESSION CYLINDER TEST x 3 FOR
ARUP (2011). PER NOTE C2 MINIMUM OF 20 BATCHES.
ACTUAL FLOOD LEVELS AND VELOCITIES COULD VARY. BAR CHAIRS & SPACERS FRANK PREMIUM EXTRUDED FIBRE
- LIMIT STATE FACTORSHAVE BEEN APPLIED TO FLOOD FORCES IN ACCORDANCE WITH AS5100.2 FIGURE CONCRETE, P:1300 853 235
15.2.1. CURING METHOD TYPE A 0.2mm PLASTIC SHEETING SOAK SURFACE WITH FRESH WATER.
WRAP IN PLASTIC, TAPED AT LAPS AND.
D11.THE FOLLOWING MAXIMUM SCOUR HAS BEEN CONSIDERED FOR PILE AND BRIDGE STRUCTURAL CAPACITY CORNERS TO SEAL IN WATER VAPOUR.
DESIGN: KEEP PLASTIC IN PLACE FOR 5 DAYS SITE
PIERS - TEMPORARY SCOUR TO RL -6.6 (3m SCOUR). (NOTE: IT IS ASSUMED THAT SCOURED MATERIAL WOULD BE MINIMUM LJ
REPLACED WITHIN 6 MONTHS BY COUNCIL INTERVENTION OR NATURAL REPLACEMENT) COATING TYPE 1 (FOR PILECAPS, TIDAL PARCHEM VANDEX BB75-E-Z CLEAN AND DAMPEN ALL SURFACES WITH We YBA CREE, TENT ae ®
ZONES) CRACK-ACCOMODATING CEMENT BASED FRESH WATER. APPLY PRODUCT AT LOW
D12. DESIGN GUST WIND SPEED (ULTIMATE): Vsite = 61 METERS/SEC; TERRAIN CATEGORY 2; REGION B; AVERAGE WATERPROOFING BARRIER, APPLIED IN TWO TIDE TIMES, PER MANUFACTURER TDS.
RECURRANCE INTERVAL: 2000 YEARS COATS. TOTAL MINIMUM LAYER THICKNESS PREVENT OVERSPRAY / SPILLS INTO
FOR TWO COATS TO BE 2.5MM WATERWAY
D13. EARTHQUAKE DESIGN CATEGORY (AS5100.2 TABLE 14.3.1):BEDC-2; ACCELERATION COEFFICIENT a:0.08SITE FACTOR S:
COATING TYPE 2 (CONCRETE DURABILITY - SRAYED AQURON 7000 SYSTEM (CONTACT: TO BE APPLIED BY SUPPLIER PER
1.25
DRY ZONES) NELSON HISCOCK, 1800 693 694 OR 0400 675 MANUFACTURER TDS. PREVENT
D14. LANE WIDTH: 3.0m 619); OR APPROVED SILANE ALTERNATIVE OVERSPRAY INTO WATERWAY
D15. ROAD DESIGN SPEED AS FOLLOWS: COATING TYPE 3 (STRESSING BARS) 41. TWO COATS AKZONOBEL “INTERZONE PREPARATION: DEGREASE AND CLEAN SM ABY MENT 4
954” (90 MINS POTLIFE AT 25 DEG.C). EACH WITH POWER TOOL. BEARING PLATE TO
- ALL: 60 KM/HR COAT TO BE 125 MICRON WET FILM BE WHIP OR BRUSH BLASTED. REPLACE
THICKNESS. BEARING PLATES WHERE NOTED ON DRG
D16. DESIGN TRAFFIC VOLUMES: CONTACT: NIGEL WILLIAMS, 3892 8875 OR 0417 |02600-S004. PREPARE AND INSTALL IN
- 2011 AADT: 5300-7100 VEHICLES PER DAY PER LANE PER SCC TRAFFIC STUDY BY DIANNE HAYES 617 125 ACCORDANCE WITH MANUFACTURER'S,
TDS
D17. BRIDGE TRAFFIC BARRIERS: REGULAR PERFORMANCE LEVEL (TL-3), DOUBLE STEEL BRIDGE TRAFFIC RAILS WITH
PEDESTRIAN INFILL BARS COATING TYPE 4 (HANDRAILS, SITE OR SHOP
1. PRIMER: AKZONOBEL “INTERCURE 200”, 50 WORKS TO BE PER MRTS85 “REPAINTING
APPLIED) MICRON DFT STEEL BRIDGE’S.
GENERAL (INFRASTRUCTURE): 2. TOP COAT: “INTERFINE 878” POLYSILOXANE, }CARRY OUT PRIMER ADHESION TEST ON WB
75 MICRON DFT. COLOUR TO BE ADVISED. SMALL EXISTING COATED SECTION
BEFORE ORDERING BULK MATERIALS.
G1, CURRENT EDITION OF NOMINATED STANDARDS TO BE USED, UNO
G2. THESE PROJECT DRAWINGS AND SPECIFICATIONS ARE THE PRINCIPAL'S PROJECT REQUIREMENTS. PREPARE SURFACE BY REMOVING ALL anan
LOOSE PAINT AND SCALE. LIGHTLY BRUSH
BLAST.
- THE DESIGN AND CONSTRUCT CONTRACTOR IS TO UTILISE THIS INFORMATION AND THEIR OWN INVESTIGATIONS TO
PREPARE COATINGS IN ACCORDANCE
DEVELOP THEIR OWN DESIGN AND SPECIFICATION TO THE SATISFACTION OF THE PRINCIPAL. WITH MANUFACTURER'S SPECIFICATION.
- THE DESIGN AND CONSTRUCTION ULTIMATELY BECOMES THE RESPONSIBILITY OF THE DESIGN AND CONSTRUCT PREVENT DEBRIS AND OVERSPRAY FROM Oo
CONTRACTOR ENTERING WATERWAY.
TO NOOSAVILLE
G3. DESIGN LIFE & DESIGN CERTIFICATION RESPONSIBILITY OF ITEMS SHOWN ON THESE DRAWINGS: COATING TYPE 5 (STEEL COLUMNS - REFER 1. ABRASIVE BLAST COLOUR: GREY TO MATCH CONCRETE. GYMPIE TERRACE
DRAWING 14500-S05, SHOP APPLIED) 2. HOT METAL SPRAY TSA150 PER AS2312 PRIOR TO HOT METAL SPRAY, PREPARE NOOSA PARADE “
ITEM DESIGN LIFE (YEARS)* ENTITY RESPONSIBILE FOR DESIGN (ALUMINIUM), 150 MICRON DFT) SURFACE BY ABRASIVE BLASTING CLASS re TT
CERTIFICATION 3. PRIMER: AKZONOBEL “INTERGARD 251”, 50 3. PREPARE AND APPLY COATINGS IN
PILECAP REPAIRS 50 D&C CONTRACTOR MICRON DFT ACCORDANCE WITH MANUFACTURER'S, ‘
PILE ENCASEMENTS. 50 D&C CONTRACTOR 4, INTERMEDIATE COAT: “INTERPLUS SPECIFICATION DATED pa} |
SACRIFICIAL GALVANIC PROTECTION 10 MINIMUM, 15 DESIRABLE D &C CONTRACTOR 1180” HIGH BUILD EPOXY, 125 MICRON DFT
OPTIONAL CATHODIC PROTECTION SYSTEM 50 D&C CONTRACTOR 5. TOP COAT: “INTERFINE 878” POLYSILOXANE,
REFERENCE ELECTRODES 20 D&C CONTRACTOR 75 MICRON DFT (DRY FILM THICKNESS)
COATINGS 15 D &C CONTRACTOR OR HIS NOMINATED
OPTIONAL TYPE B DECK WATERPROOFING 20 COATING SUPPLIER COATING TYPE 6 (ABUTMENT WINGWALLS) 1. HYDROBLAST WALLS TO REMOVE OLD COLOUR: GREY. Ww LOCALITY PLAN
PAINT, DEBRIS AND ALGAE.
D & C CONTRACTOR OR HIS NOMINATED
2. PRIMER: AKZONOBEL “INTERCRETE PREPARE SURFACE AND APPLY IN
AND DWS REPLACEMENT WATERPROOFING SUPPLIER
4811” POLYMER MODIFIED CEMENTITIOUS ACCORDANCE WITH MANUFACTURER'S
* ITEMS MUST BE MAINTAINED TO ACHIEVE DESIGN LIFE. NOMINATE A MAINTENANCE OFFICER. REFER TO MAINTENANCE COATING TO 1000 MICRON DFT TDS
RECOMMENDATIONS ON THESE DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS FOR INSTALLED PRODUCTS.
3. TOP COAT: “INTERCRETE 4811” POLYMER
MODIFIED CEMENTITIOUS COATING TO 1000 CAPTURE DEBRIS FROM HYDROBLASTING
G4, DRAWINGS TO BE READ IN CONJUNCTION WITH:
MICRON DFT AND DISPOSE OFF SITE
- ORIGINAL BRIDGE STRUCTURE DRAWINGS PREPARED BY JOHN WILSON & PARTNERS (CIRCA 1979). NOTE: AVAILABLE
DRAWINGS DO NOT INCLUDE PILE REINFORCEMENT DETAILS NOR DECK UNIT REINFORCEMENT DETAILS PAINT TYPE ALTERNATIVES NOT CONSIDERED |PRODUCT MAY DRY WITH A PATCHY
- PROJECT SPECIFICATION SUITABLE DUE TO RISK OF GROUND WATER APPERANCE UNTIL UNIFORMLY
- TOD CONSULTING “MUNNA POINT BRIDGE REMEDIAL WORKS (2014/2015) - REFERENCE DESIGN REPORT”, SEPT 2014 MIGRATING THROUGH WALL WEATHERED
- TOD CONSULTING “STRUCTURAL ENGINEER LEVEL 3 REPORT” (24-3-2014) PLAN INDEX
G5. WHERE SHOWN, UNO = UNLESS NOTED OTHERWISE. SHEET NUMBER SHEET DESCRIPTION
DFT = DRY FILM THICKNESS (COATINGS). 02600-NO01 NOTES, LOCALITY PLAN & DRAWING LIST
DWS = DECK WEARING SURFACE ON BRIDGE = ASPHALT. 02600-N002 NOTES
02600-N003 NOTES
PRODUCTS COATING TYPE 7 (STAINLESS STEEL FIXINGS 1. TWO COATS AKZONOBEL “INTERZONE OFF-SITE PREPARATION: ABRASI Ls 02600-N004 NOTES & REINFORCEMENT BAR ACCEPTANCE CRITERIA.
PT1. RECOMMENDED PRODUCTS FOR THE PROJECT: FOR STEEL COLUMNS - REFER DRG 954” (90 MINS POTLIFE AT 25 DEG.C). EACH RODS, NUTS AND WASHERS 02600-SK1 EXISTING CONDITION AND TEST RESULTS
02600-S005) COAT TO BE 125 MICRON WET FILM METALLIC MEDIUM. 02600-S001 STAGE 1 : COLUMN INSTALLATION
THICKNESS. ON SITE: DEGREASE A‘ RS 02600-S002 STAGE 2: PILE CAP REPAIR
CONTACT: NIGEL WILLIAMS, 3892 8875 OR 0417 |POWER TOOL. PRE! NS IN: LIN 02600-S003 STAGE 3 : PILE ENCASEMENT
617 125 ACCORDANCE TURER'S
TDS AR 02600-S004 STAGE 4 : COATING AND PROTECTION PLAN
N SS 02600-S005 NEW COLUMN INSTALLATION DETAILS OPTION 1 : STEEL
02600-S006 DELETED
02600-S007 PILE CAP REPAIR TYPE 1 SHEET 1
Se 02600-S008 PILE CAP REPAIR TYPE 1 SHEET 2
02600-S009 PILE CAP REPAIR TYPE 2 SHEET 1
02600-S010 PILE CAP REPAIR TYPE 2 SHEET 2
02600-S011 PILE ENCASEMENT DETAILS
O 02600-S012 DECK REPAIRS - JOINTS, WATERPROOFING AND SCUPPERS
FOR EXISTING CONDITION AND TEST RESULTS. REFER TO SHEET SK1
NOTES: FOR ALL JOB RELATED NOTES REFER TO SHEETS NO01 - NO03
4 PLEASE PRINT IN COLOUR FOR ALL OVERVIEW OF REPAIRS REFER TO SHEETS S001 - S004
FOR ALL DETAILED REPAIR PLANS REFER TO SHEETS S005 - S012
2 REFER TO DRAWINGS NO001 - NO04 FOR PROJECT SPECIFIC NOTES
COPYRIGHT © Associated Consultants Client TOD = Drawn Verified Project Drawing Title
This drawing is subject to £ SCONCE P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |NOTES, LOCALITY &
copyright in accordance with the
agreement between Tod Designed Verified
Consulting pty Itd (tc) and tc's 20.10.14, AMENDED AS CLOUDED NV C DOWDING MAY 2014 DESIGN - MUNNA POINT, NOOSA DRAWING LIST Drawing Number
client. This drawing shall only be 5.9.14 AMENDED AS CLOUDED NV consulting engineers Approved RPEQ No RDP 02600 -N001
used for this specific project.
02.7.14 | ISSUED FOR TENDER PC Noosa: 07 5449 9600 DOWDING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used 26.6.14 | ISSUED FOR REVIEW PC Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 ns Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60
for construction until marked as PO Box 61, Noosaville, QLD 4566
‘issued for construction’ in the 28.5.14| ISSUED FOR COMMENT PC [email protected] www todconsulting.com eD 20.10.14 ROL APPROVAL VERT DATUM AHD Aid|
revision description. Rev| Date |Revision Description Drawn ABN. 39 128 805 336 OPW APPROVAL RL MEASUREMENT BAR - INCREMENTS IN mmSee the original
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