PS0 Relieft Joint @ Inflection Point w Temporary Stressing Strip

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THIRD POUR

FIRST OR SECOND POUR

FIRST OR SECOND POUR

EQ EQ

t

SLAB

BULKHEAD

CONCRETE SLAB (SEE STRUCTURAL)

PS=Ø COUPLER (MID-DEPTH) @ XX" O.C.

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

#X x X'-X" THREADED BAR

NOTES: 1. APPLY BOND-BREAKER PER MANUFACTURE 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. WITH SELF-SUPPORTING SLABS ONLY RESHORING IS REQUIRED. 7. COUPLER CAN BE PLACED ON EITHER SIDE OF JOINT.

PS=Ø RELIEF JOINT @ INFLECTION POINT w/TEMPORARY STRESSING STRIP


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