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RIM KXOaM kA-ssocit e s, I n c. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 12/22/2022 <br />PROJECT #: 09622652 <br />PROJECT: North Wall Retro <br />LOCATION: 2110 Hewitt Ave <br />KA P.M.: <br />CONCRETE <br />REPORT NO.: <br />CONTRACTOR: <br />PERMIT #: <br />INSPECTOR: Don Keller <br />JURISDICTION: Everett <br />WEATHER: <br />Field Data <br />Concrete: Quickrete 5000 Other: <br />Supplier: contraClOr Plant No. n/a Site Mix eS <br />Slump Mix Air Unit <br />Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight <br />5:30 1 n/a n/a 1 4 1 72 ° 1 50 ° <br />Location: <br />Placement Area <br />North wall 811wall foudation ftg. <br />Remarks: Quickrete ProFinish 5000 High Strength <br />Please Refer To Field Repot Number: <br />Inspector : I Don Keller <br />09622652CR122222-DK <br />TEMP: <br />Reported Batch DATA <br />Cement Type <br />Actual <br />Mix <br />Cem.L <br />F. Ash <br />C. Agg, <br />C. Agg. <br />C. Agg. <br />Sand <br />Admixture <br />Admixture <br />Admixture <br />Air Ent. <br />( Oz / am. ) <br />Water Added On Job Site <br />(Gals.) <br />Field Test <br />ASTM Method <br />C172 <br />C143 <br />C138 <br />C1064 <br />C231 <br />C31 <br />Other <br />Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: 12/28/2022 <br />Cyl. <br />Code <br />Test <br />Date <br />Field <br />Cure <br />jAgel <br />Dia. <br />Area <br />wt. <br /># <br />Max <br />Load <br />Comp. <br />Strength <br />Set <br /># <br />Tested <br />By <br />Brk <br />Typ <br />Test Method <br />ASTM C39 ✓ <br />80909-1 <br />12/29/22 <br />7 <br />4.00 <br />12.57 <br />- <br />57660 <br />4590 <br />1 <br />RCD <br />3 <br />ASTM C109 <br />80909-2 <br />1/19123 <br />28 <br />1 <br />ASTM C617 <br />80909-3 <br />1/20/23 <br />29 <br />1 <br />1 <br />ASTM C1231 <br />✓ <br />80909-4 <br />1/19/23 <br />28 <br />1 <br />ASTM C1019 <br />80909-5 <br />H <br />1 <br />OTHER <br />Test Results <br />Remarks: <br />Results Reviewed By: <br />jZ p 2 <br />Codes for Break Types: <br />7 <br />1� <br />2 <br />3 <br />"]Date: <br />4 <br />i <br />5 <br />6 <br />Offices Serving The Western United States <br />Concrete Report Effective 12/15/2020 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information provided an this report is prepared for the edclusive use of the diets, and may not be repreduced in any format vMrout the wmn permission of the chant and Korean & Associates. This report indicates our inspector's obsenation and testing rasutls based on she conditions <br />and canbactor ectivhies- This IMomratlon is sublest to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity of hearts- The same Information has been prWded by others on site. <br />