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Krazan&Associate s Inc <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 />Field Data <br />Concrete: Quickrete 5000 Other: <br />CONCRETE <br />REPORT NO.: <br />CONTRACTOR: <br />PERMIT #: <br />INSPECTOR: Don Keller <br />JURISDICTION: Everett <br />WEATHER: <br />Supplier: contractor Plant No. I 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 8"wall foudation ftg. <br />Remarks: Quickrete ProFinish 5000 High Strength <br />Please Refer To Field Repot Number: <br />Inspector:1 Don Keller <br />09622652CR122222-DK <br />TEMP - <br />Reported Batch DATA <br />Cement Type <br />Design Actual <br />Mix No. <br />Cem. Lbs. <br />F. Ash lbs. <br />C. Agg. Lbs <br />C. Agg. Lbs <br />C. Agg. Lbs <br />Sand Ibs <br />Water <br />Admixture <br />Admixture <br />Admixture <br />Air Ent. <br />(oz/cvi) <br />Water Added On Job Site <br />(Gals.) <br />Field Test <br />ASTM Method <br />C172 <br />C143 C138 <br />C1064 C231 <br />C31 H Other <br />Laboratory Data Design Strength: L 4000 @ 28 days Date Specimens Rec'd: 12l28/2022 <br />Cyl. <br />Code <br />Test <br />Date <br />Field <br />Cure <br />Age <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 />1/19/23 <br />28 <br />4.00 <br />12.57 <br />- <br />70240 <br />5590 <br />1 <br />RCD <br />2 <br />ASTM C617 <br />80909-3 <br />1/19/23 <br />128 <br />4.00 <br />12.57 <br />- <br />75270 <br />5990 <br />1 <br />RCD <br />2 <br />ASTM C1231 <br />7 <br />80909-4 <br />1/19/23 <br />28 <br />4.00 <br />12.57 <br />- <br />73820 <br />5870 <br />1 <br />RCD <br />2 <br />ASTM C1019 <br />80909-5 <br />1/19/23 <br />28 <br />4.00 <br />12.57 <br />- <br />73440 <br />5840 <br />1 <br />RCD <br />3 <br />OTHER <br />Test Results <br />Remarks: <br />Results Reviewed By: '; DRH <br />Date: <br />1/19/2023 <br />Conforming <br />Codes for Break Types: <br />-,.. <br />k`3�.1t% <br />1 <br />2 <br />3 <br />4 <br />L-] 5 t <br />I <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 on this report is prepared form exclusive use of the client. and may not be reproc uceo in any formal without the mitten permission of the client and wean & Associates. This report indicates our tnspeotcYs observation and testing results has: d on site conditions <br />and contractor toddles. This Information is subject to revi-prier to final submttlal. By signing this mood. our inspec s does not accept responsibility for validity of resutls. The some information has been provided by others on site. <br />