1325 SE EVERETT MALL WAY BASE FILE 2018-01-02 MF Import

BO� TESfING & ENGINEEf:ING EVERETT MALL PAY N SAVE INSPECTION REPORTS PAGE 2 t+n inch or two of laose surface material was removed prior to performance of the testing. INSPECTOR: PAT BOSS 1-16-85 Placement, �g�3,: Pour to c�nsist of footings on line 10 from B to G-2 and on line 7 from B to H, Pour to consist of approximately 18 cubic yards. r:;inforcxna: Reinfor.cing was in qenerally fine condition except for two �laces or, line 7 where the stee:L was not properly supported and was resting on the gro�ind. Contractor corrected this problem prior to the pour. Dowe.ls for thE stemwall were 'stuck" as the placement progressed. �4.0��: Concrete whzch arrived on job was 3000 lb, mix design irom Cadman. Str.uctural note� require batch plant inspection if mix design concrete i:; used, and no inspection was provided. Called the architect and he waived the requirement for this pour and the concrete was placed. Concrete was placed dirertly from the chute, and was consolidated with inteznal viUration. One set oE three concrete test cylinders was made from a sample with a slump of 2 3/4" INSPECTOR: PAT BOSS � Place ent: Concrete was placed today at stem walls on line 7 and footings for north wall from line 7 to the east wall. Reinforcinca: Checked the re-steel and found it to conform to the plans and speas with the following exceptions: Only one # 4 bar was at the top of the stem wall rather than the two required; there were insufficient # 3 ties around vertical # 7 bars at pilaster.s; there were insufficient # 3 hairpins at the pilasters; and #4 corner bars were not present at wall intersections. All the abo+�e noted were carrected prior to placement of concrete. on : Concrete was delivered by Cadman and placed b�• chute. Gonsolidation was by internal vibration. Made one set of three concrete test cylinders from a sample having a slua�p of 3 3/4", representing the approximately 18 cubic yar�3s placed today. INSPECTOR: BOB GARDNER