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2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings
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TABLE 1 : MINIMUM REMAINING BAR DIAMETER
(TO BE CONFIRMED USING VERNIER CALIPER)
ORIGINAL EXISTING CONCRETE
BAR COLUMN eee
DIAMETER
r—- EXISTING TOP COVER 100mm NOM
TOP STEEL 32 @32 (800mm?) B23 (415mm?) NIL
(2 ROWS)
SIDE FACE @20 B20 (310mm?) @14 (150mm?) NIL
5/G32 —4 » L (3 ROWS) G32 @32 (800mm?) @23 (415mm?)
BOTTOM STEEL NIL
(2 ROWS)
5/G32 —4
LIGATURES / G12 @12 (110mm?) @9 (64mm?) NIL
STIRRUPS
@20 —+
— EXTERNAL VERTICAL LEGS OF LIGS HAVE MINOR
@ 12 LIGS LOADING. REMOVE LOOSE CORROSION AND CLEAN
IN SETS OF 3 TO BRIGHT STEEL WITH MECHANICAL WIRE BRUSH
AT 100 CRS OR EQUAL
@20 —+
@20 —1—__+
Va EXISTING 1200 x 1200 PILE CAP
10/032 —{ an) e
10/032 —{ Q ——7-— EXISTING SIDE COVER 90mm NOM oy
=
\
EXISTING 450 PSC OCTAGONAL
PILES
FIGURE 1 : REINFORCEMENT BAR CONDITION ACCEPTANCE CRITERIA Ss >
KN
(MUST BE PRINTED IN COLOUR)
LEGEND SS Re
Ww REINFORCEMENT BAR HAS MINOR LOADING, NO REPAIR REQUIRED, REMOVE LOOSE s
CORROSION AND CLEAN TO BRIGHT STEEL WITH MECHANICAL WIRE BRUSH OR EQUAL
oO REINFORCEMENT BAR HAS: INTERMEDIATE LOADING, MUST HAVE 50% INTACT CROSS oo
SECTION. REMOVE LOOSE CORROSION AND CLEAN TO BRIGHT STEEL WITH MECHANICAL
WIRE BRUSH OR EQUAL. CHECK BAR DIAMETER. (REFER TO TABLE 1) DILAPIDATED BARS
WITH < 50% INTACT CROSS SECTION TO BE AUGMENTED WITH NEW DSOON BARS OF SAME
DIAMETER, LAP WELD TO EXIST BAR(S) PER DRAWING N02, WR5 O
REINFORCEMENT BAR HAS MAJOR LOADING, MUST HAVE 100% INTACT CROSS SECTION
CLEAN TO BRIGHT STEEL WITH MECHANICAL BRUSH OR EQUAL. CHECK BAR DIAMETER
(REFER TO TABLE 1). DILAPIDATED SECTIONS OF BARS TO BE AUGMENTED WITH NEW DSOON
BARS OF SAME DIAMETER, LAP WELD TO EXIST BAR(S) PER DRAWING N02, WR5S
IMPORTANT IF CUTTING OUT BARS, ONLY CUT ONE BAR AT A TIME, AND REPLACE BEFORE
CUTTING OTHER BARS
NOTES
1 PLEASE PRINT IN COLOUR
2 REFER TO DRAWINGS NO01 N004 FOR PROJECT SPECIFIC NOTES
This drawing is subject to Associated Consultants Client = Drawn Verified Project Drawing Title
COPYRIGHT © TOD P COOKE C DOWDING BRIDGE REMEDIAL WORKS - REFERENCE |NOTES & REINFORCEMENT
copyright in accordance with the
agreement between Tod Designed Verified DESIGN - MUNNA POINT, NOOSA BAR ACCEPTANCE Drawing Number
Consulting pty Itd (tc) and tc's C DOWDING MAY 2014
client. This drawing shall only be 5.9.14 AMENDED AS CLOUDED NV consulting engineers Approved RPEQ No RDP CRITERIA 02600 -N004
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 Si Date MCU APPROVAL HORIZ DATUM
for construction until marked as 28.5.14 ISSUED FOR COMMENT PC PO Box 61, Noosaville, QLD 4566 Q) ROL APPROVAL VERT DATUM AHD
issued for construction’ in the [email protected] www todconsulting.com —S 20.10.14
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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