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��'aZ`�&Associates Inc. <br />Geotechnical Engineering - Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 12/1 /2023 <br />PROJECT #: 09623145 <br />PROJECT: Seattle Bethan <br />LOCATION: 6900 Wetmore <br />KA P.M.: Jeff Mercer <br />Church <br />we, Seattle <br />Field Data <br />Concrete: 60410E Other: <br />CONCRETE <br />REPORT NO.: 09623145CRI20123-DH <br />CONTRACTOR: Spit <br />PERMIT #: <br />INSPECTOR: David Hanson <br />JURISDICTION: City Of Everett <br />WEATHER: Rainv <br />Supplier: Standwood Ready -Mix Plant No. 1 1 SR. Mix: <br />Slump Mix Air Unit <br />Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight <br />7:06am 1 100 1 221245 1 7 114 1 61 ° <br />Placement Area <br />Location: 7/13-E, 8/B-E, 9/13-E <br />Remarks: No information on Designed Batch Weight and Contractor was <br />unable to provide as well. <br />Please Refer To Field Repot Number: 09623145DFRI20123DH-1 <br />Inspector : I David Hanson <br />TEMP: 38 ° <br />Reported Batch DATA <br />Cement Type IlII <br />Design Actual <br />Mix No. 60410L 60410L <br />Cam. Ens. 6210 517.5 <br />F. Ash lbs. <br />C. Agg. Los 14890 1228.43 <br />C. Agg. Lbs 330.00 26.13 <br />C. Agg. Lbs <br />Sand Ibs 23090 1822.76 <br />Water 265.00 137.26 <br />Admixture 505 42.08 <br />Admixture 202 16.83 <br />Admixture 208 17.33 <br />Air Ent. <br />(oz / cwt. ) <br />Water Added On Job Site <br />(Gals.) 10 <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 �q7 28 days Date Specimens Rec'd: 1214/2023 <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 />BirkTest <br />Typ <br />Method <br />ASTM C39 <br />85067-1 <br />12/8/23 <br />7 <br />4.00 <br />12.57 <br />-- <br />34600 <br />2750 <br />1 <br />RCD <br />2 <br />ASTM C109 <br />85067-2 <br />12/29/23 <br />28 <br />4.00 <br />12.57 <br />-- <br />54890 <br />4370 <br />1 <br />TK <br />2 <br />ASTM C617 <br />85067-3 <br />12/29/23 <br />28 <br />4.00 <br />12.57 <br />-- <br />55380 <br />4410 <br />1 <br />TK <br />2 <br />ASTM C1231 <br />85067-4 <br />12/29/23 <br />28 <br />4.00 <br />12.57 <br />-- <br />54210 <br />4310 <br />1 <br />1 TK <br />2 <br />ASTM C1019 <br />85067-5 <br />1/26/24 <br />56 <br />4.00 <br />12.57 <br />-- <br />56600 <br />4500 <br />1 <br />TK <br />2 <br />OTHER <br />tj <br />85067-6 <br />1/26124 <br />156 <br />4.00 <br />12.57 <br />-- <br />57020 <br />4540 <br />1 <br />TK <br />2 <br />Test Results <br />Remarks: <br />Results Reviewed By: <br />Date: <br />7-1 <br />IZ <br />u I <br />Conforming <br />Codes for Break Types: <br />1 <br />NT <br />Kl� <br />3 <br />H <br />I <br />Offices Serving The Western United States <br />Concrete Report Effective 11/1212023 <br />Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 <br />Tw imom,tllan p<aatl.e on mia reroa a pr.parM t« B» ewaw. asa a nb aienr, antl may aor w reprma,ee m am rorm.r wnhoa rh. carman Permiadon au. a»nr e� xreun s k.«mr.a. TnQ repod mtllnea car rnea.aw•a obwreauon and rastirq rewna wawa on me <br />wMiluns antl conbacter actrvniu. Thia iaarmation rs wblM to review prior b fiiul wbmina, By apnmG Nls repel, our inapecra does not accept reeponaiWiy r«.al'Wity d resutta. The eeme h heelon he wan arwitletl by alhxa on ells. <br />