PS0 Relieft Joint @ Mid Span w Temporary Stressing Strip

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FIRST OR SECOND POUR

THIRD POUR

FIRST OR SECOND POUR

t

SLAB

BULKHEAD

CONCRETE SLAB (SEE STRUCTURAL)

#X x X'-X" CONTINUATION BAR INSERTED INTO PS=Ø COUPLER BEFORE THIRD POUR

PS=Ø COUPLER @ XX" O.C. #X x X'-X" THREADED BAR

NOTES: 1. APPLY BOND-BREAKER BETWEEN FIRST AND THIRD POUR PER MANUFACTURES REQUIREMENTS AT COUPLER SLAB EDGE. 2. THIRD POUR CAN BE PLACED AFTER STRESSING. 3. THE PS=Ø RELIEF JOINT TO REMAIN OPEN FOR XX DAYS. 4. AFTER THE TIME PERIOD SPECIFIED ABOVE, THE PS=Ø COUPLERS AND JOINT TO BE GROUTED PER MANUFACTURE REQUIREMENTS. 5. SEE PS=Ø MANUFACTURE DATA FOR MORE INFORMATION. 6. NO BACKSHORING REQUIRED IF CANTILEVERED SLABS ARE SELF-SUPPORTING. PS=Ø RELIEF JOINT @ MID-SPAN w/TEMPORARY STRESSING STRIP


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