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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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lf CARBONATION OK - LOW
ASR CRACKS LIKELY TO WORSEN
CHLORIDES JUST BELOW THRESHOLD
as
So
Gy
TO NOOSAVILLE za
GYMPIE TERRACE an TO HASTINGS STREET
——___
SPAN 1 EWIF SPAN 2 EW F SPAN 3 EWAF SPAN 4 E E SPAN 5 F E SPAN 6 E SPAN 7
CHLORIDES TOP -
SURFACE LEVEL NO CHLORIDE TESTS CHLORIDES SE CHLORIDES BELOW 1.137 NO CHLORIDE TESTS
FROM SURVEY THRESHOLD
MINOR HAIRLINE CRACKS EXCEEDS THRESHOLD CARBONATION OK - LOW R.L. U/S PILE CAP 0.037 /~——— MINOR H |
—_ ——_ _——
hy R.L. U/S PILE CAP 0.023 ASR SIGNIFICANT lomiasan RL. U/S PILE CAP 0.016 R.L. U/S PILE CAP 0.036 if
CARBONATION OK-LOW i
SAND SAND
|| \\ SURFACE LEVEL || \ || \ | || | \
FROM ORIGINAL
F INDURATED. | \ DESIGN DRAWINGS || \ || \ |) \ ! \I \
SAND
_DATUM -10 00 CLAY AND ~— - - CLAY
\
15m 15m 15m 15m 15m 15m 15m
CLAY
Ml CHLORIDE CORROSION THRESHOLD -
0.016% - 0.05% BY MASS OF CONCRETE
LONGITUDINAL SECTION
E F = ASSUMED FIXITY
CONDITION ASSESSMENT 6330
E EXPANSION 1:400 UNREDUCED AT A3 |
F FIXED 1:200 UNREDUCED AT At
ll CARBONATION OK - LOW
LEGEND ASR POSSIBLE
CHLORIDES - JUST BELOW
VERY GOOD CONDITION, NO REPAIR THRESHOLD
GOOD CONDITION, MONITOR CONDITION WATERPROOFING NOT ASR INDUCED
MODERATE - GOOD CONDITION, FUTURE REPAIR WORK IMMINENT EXISTING STEEL EFFECTIVE LONGITUDINAL CRACKS IN
WATER PIPE
MODERATE CONDITION, REPAIR WORK IMMINENT a —— | BRIGHT YELLOW MEMBERS
MODERATELY POOR CONDITION, REPAIRS REQUIRED
POOR CONDITION, URGENT REPAIRS REQUIRED
SCUPPERS NOT LINED
FLOOD LEVELS
RETURN RL.
CARBONATION OK - LOW
CHLORIDES BELOW Q2000 2.38
DRAWING SUPPLIED FOR INFORMATION THRESHOLD 10950
TIDE RL CARBONATION OK - LOW
Q20 1.30
ONLY. CONTRACTOR TO CONDUCT HIS HAT 0.68 ASR NOT A CONCERN
MHWS 0.36
OWN INVESTIGATION TO CONFIRM MHWN 0.23
MSL. 0.03
EXTENT OF DAMAGE AND EXTENT OF MLWN_-0.13_
MLWS -0.25
NECESSARY REPAIR WORKS
BED LEVEL NOMINAL - 3.60
DATUM -10.00
4
NO
TES:
PLEASE PRINT INCOLOUR
V
2 THE NOMINATED TIDE LEVELS ARE APPROXIMATE, BASED ON MONITORING
STATION AT MUNNA POINT, AND QUEENSLAND TIDE TABLES (2010). WAVE ACTION
& LOCAL TOPOGRAPHY COULD AFFECT WATER LEVELS. THE CONTRACTOR
SHALL MAKE PROVISION FOR THIS BY EITHER CONFIRMING LOCAL TIDE LEVELS
BY SURVEY, AND / OR CONTINGENCY PLANS. CROSS SECTION PIER 4
THE NOMINATED FLOOD LEVELS ARE TAKEN FROM FLOOD IMPACT STUDY
PREPARED BY ARUP - REFER MUNNA POINT BRIDGE REMEDIATION WORKS -
1:200 UNREDUCED AT A3
BRIDGE DESIGN REPORT, REV C. 10TH OCTOBER 2011. 4:100 UNREDUCED AT At
REFER TO DRAWINGS NO01 - NO04 FOR PROJECT SPECIFIC NOTES
COPYRIGHT © 5.9.14 AMENDED AS CLOUDED NV Associated Consultants Client TOD = Drawn Verified Project Drawing Title Scale Sheet Size}
This drawing is subject to 02.7.14 ISSUED FOR TENDER PC £ CONST P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE /|EXISTING CONDITION AND AS SHOWN] At1
copyright in accordance with the
agreement between Tod 26.6.14 ISSUED FOR REVIEW PC Designed Verified
Consulting pty Itd (tc) and tc's 25.3.14 INCORPORATES TIDE LEVELS PC C DOWDING MAY 2014 DESIGN - MUNNA POINT, NOOSA TEST RESULTS. Drawing Number
client. This drawing shall only be 20.3.14 INCORPORATES NSC AND PC consulting engineers Approved RPEQ No RDP 02600 -SK1
used for this specific project.
FREYSINNET COMMENTS Noosa: 07 5449 9600 D DING 8339 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used 14.3.14| UPDATED AFTER SITE INVESTIGATION PC Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Sit Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
‘issued for construction’ in the A 3.2.14 ISSUED FOR REPORT USE PC [email protected] www todconsulting.com 10.14 ROL APPROVAL VERT DATUM AHD Aid| 1 of 1 G
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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