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NO. 026840 <br />/// CASCADE TESTING 30RATORY, INC. DAIL CERT. NO. <br />TESTING 6INSPECTIONENGINEERS 3/5 80 797-12H <br />14120 N.E. 21F1 STREET YHUJLCI <br />BELLEVUE. WASHINGTON 98007 <br />PHONE 2061641-2570 Wall Street Buildin , <br />SeaWe, 5256700 LOCAL ION <br />Wctmore $ Wall - Everett WA <br />S.11.1 dale 12061 25'J 0811 OWNER <br />120616925020 OLOG PERMIT NO <br />Nall St. Grou <br />To Whitele /Jacobsen WEATHER <br />TEMP AT 11 Am <br />50 AT <br />Bunn — -- <br />2118 Third Avenue LNGINEER <br />WJA _ <br />Seattle SVA 98121 ARCIILILCI <br />WJA <br />gTTN- CONIRACTOH <br />IIau h Construction <br />r.F FOLLOWING WAS NOIED <br />Arrived Wall Street Building at 9:30 am to ins ect concrete and <br />rebar of the main entrance on the first floor. <br />'[he rebar was clean and met s ecifications, 04 rebar 12" on center <br />vertical and horizontal. <br />The concrete was delivered b Associated Sand F, Gravel and nlac_ e� _ <br />vibrated mechanical) and hand finished - <br />straight from truck chute. It was <br />_ They were going to use a curing compound after the concrete set up. The <br />concrete had a design mix of 4000 Psi.. <br />Location of main entrance stairs anwheelchair ram Lines 2-4 <br />d <br />l between 3 and 4 lines intersected by <br />on H line. Also 8" retainin wal <br />A line all on first floor. Total cubic yards was <br />18, made one set of <br />' three (3) each test cylinders. — <br />-IDURSON PROJECT <br />'RAVEL TIME <br />'RAVEL MILEAGE <br />)rPRDVrD BV <br />To WJA LoL'.B(. -WSG-AStG <br />e t J ,J V <br />OF rvrncrr <br />R JamesGibS <br />FIELD REPORT <br />SiGNED <br />