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d Q Page 1 of2 <br />I■�1�18Asaociates, Inc. Field <br />Gecmc=i IEngin"Ong.EnWmnmemiEngineering R<Pmt N0.:096212Ml292g2IJA <br />conmction Testing and Inspecton <br />Reinforcing Steel Inspection: <br />A Rrazan & associate arrived onsite on -time for reinforcing steel inspection, we met with the Contractor <br />about the details of the Inspection Contractor placed the reinforcing steel at slab on grade, stair & ramp at <br />south side of the building, north & east slab on grade. We verified the reinforcing steel for size, grade, <br />clearances, dimension, spacing. See lA & 1D/A51 9/S4.1 & S2.1 for more details. <br />In our opinion, the reinforcing steel was place in general accordance to the approved plan and <br />specification. <br />While onsite contractor pour the slab on grade, stair At ramp at south tide of the building, north & east <br />slab on grade at door, using approved mix design #55421G, A total of 15 Cy of concrete (Stanwood) <br />with cempressive design strength of 3000 PSI @ 28 days, 1 set of Five 4x8 were cast for compressive <br />strenglh testing. <br />Tat results are available on concrete repon#9621224CR1282021JA <br />Site Photos <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />e..w.«:.." w',m...�;...,.W��:am::m.w�,:.w�..��•,n.., �„k,�w.y m.,m ..,m..,....s,w�... <br />