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slab edge tolerance
does anyone know where aci specifies the allowable alignment tolerance for an edge of slab condition? for instance, when looking down the edge line of a slab, the slab is not straight but skews in and out? i started in aci 117 but i don't see a lateral alignment that seems to fit this condition. i was expecting 1/8" in 10ft or similar for exposed concrete edge. closest seems to be aci 117 sect 4.5.3. but i am not sure this fits the situation. |
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