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CONCRETE COMPRESSIVE STRENGTH TEST REPORT <br /> Report Number: M7231506.0003A a Terracon <br /> Service Date: 07/25/23 20225 Cedar Valley Rd Ste 110 <br /> Report Date: 08/24/23 Revision 1 - 28-day results Lynnwood, WA 98036-6365 <br /> Task: 425-742-9360 <br /> Client Project - M7231506 <br /> MVM CMD LLC 2902 Rucker ADA Ramp <br /> Attn: Michael Morgan 2902 Rucker Ave <br /> 2284 W Commodore Way Ste 220 Everett, WA <br /> Seattle, WA 98199-1468 <br /> Permit No.: B2305-077 <br /> Material Information Sample Information <br /> Specified Strength: 3,000 psi @ 28 days Sample Date: 07/25/23 Sample Time: 1330 <br /> Sampled By: Randal Dohrman <br /> Mix ID: 0160PG50 Weather Conditions: Partly cloudy <br /> Supplier: Smokey Point Concrete Accumulative Yards: 3 Batch Size (cy): 3 <br /> Batch Time: 1230 Plant: 603R Placement Method: Buggy <br /> Truck No.: 9176 Ticket No.: 310193 Water Added Before (gal): 0 <br /> Field Test Data Water Added After(gal): 0 <br /> Sample Location: ADA ramp slab <br /> Test Result Specification Placement Location: ADA ramp slab <br /> Slump (in): 5 Sample Description: 4-inch diameter cylinders <br /> Air Content(%): <br /> Concrete Temp. (F): 72 <br /> Ambient Temp. (F): 71 <br /> Plastic Unit Wt. (pcf): <br /> Yield (Cu.Yds.): <br /> Laboratory Test Data <br /> Age at Max Comp <br /> Set Spec Cyl. Avg Diam. Area Date Date Test Load Strength Frac Tested <br /> No. ID Cond. (in) (sq in) Received Tested (days) (lbs) (psi) Type By <br /> 1 1 Good 3.99 12.5 07/26/23 08/01/23 7 32,770 2,620 2 JBD <br /> 1 2 Good 3.98 12.44 07/26/23 08/22/23 28 61,560 4,950 2 KLR <br /> 1 3 Good 3.98 12.44 07/26/23 08/22/23 28 60,420 4,860 2 KLR <br /> 1 4 Good 4.00 12.57 07/26/23 08/22/23 28 62,660 4,990 5 KLR <br /> Average (28 days) 4,930 <br /> Initial Cure: Inside Final Cure: Moist Room <br /> Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit <br /> weight. <br /> Note: Reported air content does not include Aggregate Correction Factor(ACF). <br /> Samples Made By: Mayes/Terracon <br /> Services: Special Inspections/ Materials Testing <br /> Mayes/Terracon Rep.: Randal Dohrman <br /> Reported To: MVM CMD LLC <br /> Contractor: MVM CMD, LLC <br /> Report Distribution: <br /> (1)MVM CMD LLC,Michael Morgan (1)City of Everett WA,Permit Services Reviewed By: <br /> (1)Mayes Testing Engineers,Inc,Donna (1)Mayes Testing Engineers,Inc,Todd Wirtz Barry Tuttle <br /> Pollard 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 />