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GROUT COMPRESSIVE STRENGTH TEST REPORT MAYES I lrerracon <br /> Report Number: M7211390.0080A <br /> Service Date: 06/16/22 20225 Cedar Valley Rd Ste 110 <br /> Report Date: 06/24/22 Lynnwood,WA 98036-6365 <br /> Task: 425-742-9360 <br /> Client Project - M7211390 <br /> Vanir Construction Management Inc Merrill Creek Operations Base Main&Ops Bldg Exp Phase 3 <br /> Attn:John Wright 7000 Hardeson Road <br /> 707 S. Grady Way, Suite 120 use middle driveway off 7100 Hardeson Road <br /> Renton,WA 98057 Everett,WA <br /> Permit No.:B2101-003 <br /> Material Information Sample Information <br /> Specified Strength: 8,000 psi @ 28 days Sample Date: 06/16/22 Sample Time:1255 <br /> Sampled By: Michael Mattox <br /> Mix ID: site mix Weather Conditions: Cloudy <br /> Supplier: Quikrete Precision Accumulative Yards: Batch Size: <br /> Batch Time: 1250 Plant: site mx Sample Size: 2"x2"x2"cubes <br /> Truck No.: Ticket No.: Sample Location: <br /> Placement Location: Interior column base plates <br /> Field Test Data Form Material: Brass Molds No.Units: <br /> Test Result Specification Samples Plumb: Yes <br /> Slump(in): Temperature Range: <br /> Grout Temp.(F): 71 <br /> Ambient Temp.(F): 61 <br /> Laboratory Test Data <br /> Maximum Compressive <br /> Set Specimen Date Date Age Area Load Strength Fracture Tested <br /> No. ID Received Tested (days) (sq in) (lbs) (psi) Type By <br /> 1 1 06/18/22 06/23/22 7 4.08 32,630 8,000 1 KWB <br /> 1 2 06/18/22 06/23/22 7 4.06 33,840 8,330 1 KWB <br /> 1 3 06/18/22 06/23/22 7 4.08 34,010 8,340 1 KWB <br /> Average(7 days) 8,220 <br /> 1 4 06/18/22 07/14/22 28 <br /> 1 5 06/18/22 07/14/22 28 <br /> 1 6 06/18/22 07/14/22 28 <br /> Initial Cure: Outside Final Cure: Moist Room <br /> Comments: <br /> Samples Made By:Mayes/Terracon <br /> Services: Special Inspections/Materials Testing <br /> Mayes/Terracon Rep.: Michael Mattox <br /> Reported To: Vanir Construction <br /> Contractor: Forma <br /> Report Distribution: <br /> (1)Vanir Construction Management Inc,John (1)City of Everett WA,Kurt Keck Reviewed By: <br /> Wright Barry Tuttle <br /> (1)Community Transit,Larry Daubenrnire (1)Jimale Technical Services LLC,Tom Donnelly Project Field Manager <br /> (1)Mayes Testing Engineers,Inc,Donna Pollard (1)Mayes Testing Engineers,Inc,Todd Wirtz <br /> (1)Vanir Construction Management Inc,Dan (1)Vanir Construction Management Inc,John <br /> McNay Turk <br /> Test Methods: ASTM C 31,ASTM C39,ASTM C109,ASTM C138,ASTM C143,ASTM C1019,ASTM C1064 <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 <br /> 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 <br /> actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. <br /> Cxoo09,11,16-12,Rev.6 Page 1 of 1 <br />