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HomeMy WebLinkAboutReinforcing Steel Observations.City of Renton Gene Coulon Memorial Beach Park (T).C21005257.2023-06-15.M7221137.0025REINFORCING STEEL OBSERVATIONS REPORT Report Number:M7221137.0025 Service Date:06/15/23 20225 Cedar Valley Rd Ste 110 Report Date:06/19/23 Lynnwood, WA 98036-6365 425-742-9360 Client Project City of Renton WA City of Renton Gene Coulon Memorial Beach Park (T) Attn: Alan J. Wyatt 1201 Lake Washington Blvd N 1055 S Grady Way Renton, WA Renton, WA 98057-3232 Project Number: M7221137 Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Craig Williams Reported To:American Construction Company Contractor:American Construction Report Distribution: (1) City of Renton WA, Alan J. Wyatt (1) American Construction Co Inc, Aaron McMahill (1) American Construction Co Inc, John Blair (1) Mayes Testing Engineers, Inc, Jim Kay Reviewed By:____________________________________ (1) WSP USA Inc, Garth Nelson, P.E. Barry Tuttle Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. DM010, 04-29-22 Rev.3 Page 1 of 1 Permit No.: C21005257 GENERAL INFORMATION Aaron with American Construction requested Terracon to be on site for reinforcing steel observation of the following elements: slab-on-deck. These elements are being constructed by American Construction. The results of observations for today were reported to Aaron with American Construction. The construction documents referenced for this observation included: Approved plans and documents. Reinforcing Steel Terracon observed reinforcing steel detailed below for the following items (as applicable): grade, configuration, size, lap length, quantity, spacing, tying, clearances and steel condition. Element Location Referenced Documents Status Comments (2) Slab-on- deck (1) Slab at each end of the pedestrian bridge. North and South ends. E/S-6 Complies N/A COMPLIANCE STATEMENT Based on our observations and testing, the above noted items appear to be in general accordance with the project documents.