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CONCRETE COMPRESSIVE STRENGTH TEST REPORT <br />Report Number: M7231404.0002A <br />Service Date: 06/08/23 <br />Report Date: 06/16/23 <br />Task: <br />Client <br />Brixton Everett LLC <br />Attn : Kyle Godat <br />120 S Sierra Ave <br />Solana Beach, CA 92075 <br />Material Information <br />Specified Strength: 4,000 <br />psi @ 28 <br />days <br />Mix ID: 0340A <br />Supplier: Smoky point concrete <br />Batch Time: 0506 <br />Plant: <br />603a <br />Truck No.: 5050 <br />Ticket No.: <br />305992 <br />Field Test Data <br />Test <br />Result <br />Specification <br />Slump (in): <br />4 3/4 <br />Air Content (%): <br />5.9 <br />3.5 - 6.5 <br />Concrete Temp. (F): <br />72 <br />Ambient Temp. (F): <br />59 <br />Plastic Unit Wt. (pcf): <br />Yield (Cu. Yds.): <br />Laboratory Test Data <br />Set Spec Cyl. Avg Diam. A <br />No. ID Cond. (in) (! <br />1 1 Good 3.98 ] <br />1 2 <br />1 3 <br />1 4 <br />Initial Cure: Inside <br />Comments: Not tested for plastic unit weight. <br />MAYES I Irerracon <br />20225 Cedar Valley Rd Ste 110 <br />Lynnwood, WA 98036-6365 <br />425-742-9360 <br />Project - M7231404 <br />Everett Mall Redevelopment <br />1402 SE Everett Mall Way <br />Everett, WA <br />Permit No.: B2208-032 <br />Sample Information <br />Sample Date: <br />06/08/23 Sample Time: 0620 <br />Sampled By: <br />David Bernier <br />Weather Conditions: <br />Sun <br />Accumulative Yards: <br />3 Batch Size (cy): 10 <br />Placement Method: <br />Chute <br />Water Added Before (gal): <br />5 <br />Water Added After (gal): <br />0 <br />Sample Location: <br />At grid 1/A <br />Placement Location: <br />Footing with column pads at gridlines <br />D/1-21 1/A-D <br />Sample Description: <br />4-inch diameter cylinders <br />,ea Date <br />Date <br />in) Received <br />Tested <br />.44 06/09/23 <br />06/15/23 <br />06/09/23 <br />07/06/23 <br />06/09/23 <br />07/06/23 <br />06/09/23 <br />07/06/23 <br />Final Cure: Moist <br />Room <br />Samples Made By: Mayes/Terracon <br />Services: Special Inspections / Materials Testing <br />Mayes/Terracon Rep.: David Bernier <br />Reported To: Bayley Construction <br />Contractor: Bayley Construction <br />Report Distribution: <br />(1) Brixton Everett LLC, Kyle Godat (1) Bayley Construction, Tony Betz <br />(1) City of Everett WA, Permit Services (1) Mayes Testing Engineers, Inc, Donna <br />Pollard <br />(1) Mayes Testing Engineers, Inc, Mike (1) Smokey Point Concrete Inc, Jasper Smith <br />Mattox <br />Age at Max <br />Comp <br />Test Load <br />Strength Frac Tested <br />(days) (Ibs) <br />(psi) Type By <br />7 42,310 <br />31400 2 JAM <br />28 <br />28 <br />28 <br />Reviewed By: <br />Barry Tuttle <br />Project Field Manager <br />Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 <br />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 <br />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 <br />are not necessarily indicative of the properties of other apparently similar or identical materials. <br />CRoo01, 3-31-22, Rev.7 Page 1 of 1 <br />