I've done heavy civil construction and have run across this situation upon occasion. I don't know if you took concrete cylinders, but a 7 day break should be at 80% capacity if you are to determine you are on track to achieve concrete strength. It is possible to determine the yield capacity of your L lags as the diameter of the bold and steel grade. This is the capacity you want in your epoxy substitute. We calculated a conic pull-out capacity of our concrete to determine required bolt depth at 125% capacity (ignore stirrups). Lag embedment is variable with changing conic surface area so setting up the equation for capacity will yield depth. We then chose a low creep epoxy to sustain that load. As an added tip, the contractor *Must* blow out the holes thoroughly before applying epoxy. That little bit of drill dust can dramatically reduce pull out capacity. In the end, if a pull-out test is conducted (on a set-aside test bolt), you should find you have reliable full capacity for your design.
Matt
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Matthew Socha P.E., M.ASCE
Transportation Engineer
Eureka CA
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Original Message:
Sent: 10-29-2019 05:49
From: Hamilton Smith
Subject: Epoxy Set Anchor Bolts
Hi all, I am a construction manager/engineer on a residential project in the western pacific. The contractor has poured a 10"x8" concrete bond beam around the top of the exterior wall per the plans (about 150 LF total). The bond beam has #3 stirrups spaced at 4" OC. The contractor failed to set the L anchor bolts during the pour. The plans for a separate house call for the anchor bolts to be set in an existing concrete bond beam with Sikadur 32 Hi-Mod. This epoxy is a high strength bonding agent and is moisture tolerant. My question is how long should I make the contractor wait before drilling and setting the anchor bolts?
I am aware of the 21-day rule specified for adhesives in the ACI 318. It is not clear that this applies to epoxy (as they are different). I have read other documents that state to wait 7 days. I feel that this should be considered a small pour and the concrete cured at a pretty rapid pace with the heat on this island. I have not had any trouble on previous projects setting anchor bolts with high strength epoxy 24 to 36 hours after the pour. The owner has a new engineer on staff that is trying to challenge my position. Any assistance or guidance is much appreciated.
Thanks,
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Hamilton Smith P.E., M.ASCE
Austin TX
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