Recent content by fomoco88

lift company came out said no issue using Hilti epoxy and their anchors. so, between using structural cement epoxy to mend the stress crack it should be ok i had a core sample tested and they said its all 5000 psi no worries there and the cement company sent a engineer out as well said the...

yes removing the wedge anchors and using HILTI Hilti HIT-RE 500 V3 Epoxy and there anchors

yes we did cut in control joints but of course it didnt crack there i get it all concrete cracks just stinks after doing all this work and spending 7+ grand that it had to crack right there through all 8 in i want to thank all of you for your responses on another note the mason that did the...

that is what my concern is as one bolt the crack is 1 inch from so id say the cone is compromised one lift company said to buy and install baseplate extensions which are held by 2 lags one which is beside the crack they also made mention of injecting an epoxy for structural concrete that also...

new to the forum decided to buy a 11k 2 post for home use. had a concrete pad poured. seeing its outdoors, we decided to use 5000psi concrete. we also used 1/2 rebar and the pad is 7-8in thick. got the lift mounted and plum got the arms leveled. heaviest vehicle is my 85 f 250 4x4 460...

hello all new to the site and have a few questions

yes that can be done actually 4x16 can be poured

yeah the slab was poured last year and for some reason they poured it 2 ft narrower than what i wanted but now that its done there isnt much that i can do... i wanst sure if i could make the footprint width of the lift a foot narrower and then have new cables made or not as i got to do some...

hello all thinking of buying a 2 post either 9k or 10k my issue is my concrete slab is 12 ft wide x 16 ft long x 6 in thick not sure how wide 2 post lifts are and how far from the edge it can be i was thinking may need a min of 12 inches but not sure any info would be appreciated