Laserfiche WebLink
Report of Concrete Slab Evalua.tion RE&A Project No. 2825-15-023-SE-A <br /> Eaustin�TKM Aviation Hangar June 27 2017 <br /> Recommendations <br /> It is our professional opinion within reasonable engineering probability that the concrete slab-on- <br /> grade structural loading capability has not been compromised and that the shrinkage cracking <br /> documented can be remediated as follows in increasing order of risk: <br /> Alternate No. 1: Remove,properly re-cast and cure concrete slab and reseal with epoxy coating. <br /> Alternate No. 2: Remove and properly re-cast and cure concrete sections with the larger <br /> shrinkage cracks and V-Groove smaller cracks,water and air clean, fill with ', <br /> fle�dble concrete compound and reseal surface with epoxy coating. <br /> Alternate No. 3: V-Groove cracks,water and air clean, fill with flexible concrete joint <br /> compound and reseal with epo�coating. <br /> Alternate No. 4: Water and air clean cracks, fill with flexible concrete joint compound and <br /> reseal surface with epo� coating. <br /> 7 <br />