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BO$ TESfING & ENGINEERING <br />EVERETT MALL P.AY N SAVE <br />1-18-85 <br />INSI'ECTION REPORTS <br />�����s���� <br />�;�.�� �: _ ����. <br />PAGE 3 <br />......__ .................... ..._ _ ..__........_.� <br />CITY 0� EVER[T I <br />pll:.:i� \1�,•rks Depi. <br />B c P t Ir�snection: Acrived Cadaman batch plant today as requested <br />to inspect batching and mixing of design mix conccete to be used at this <br />project. Inspected the batching operations for 16 cubic yards of <br />concrete and found the batch wei9hts to be wikhin U.B.C. tolerances for <br />this mix design when corrected foc the moisturE� cuntent as measured by <br />the electronic meter at the p13nt. <br />INSnECTOR: DICK BOSS <br />1-23-85 <br />Masonrx: Began full time ma�onry inspectiuon today. Masons had begun <br />laying block on line 7 betwe�er� 3-2 and E-2 yesterday with no notice <br />given our office. Block was lziid to the lst 4' level bond beam between <br />E-2 and B-2 on linz 7 an� to ].2" level between E-2 and H-2 on line 7 on <br />Tuesday �-22-85. <br />Inspected resteel in piace in masonry �oall on line 7. The 2 horizontal <br />#7 bars at C-2 were missing. C'alled the architect for clarification of <br />note on plans calling for 2 horizontal # 7's @ 16" o.c. as to �ahether <br />these were also required in the stem walls. Answer was no, only in <br />masoncy walls. The masons tore down the block at C-2 to pxace the <br />reinforcing mentioned above. No bond beam was placed at bottom of this <br />wall on this line and apparently the resteel shop drawings are not yet <br />complete for the masonry walls so work was discontinued until approval <br />is given. Made one set of three mortar test samples. <br />P acement: Concrete placed today at stem walls on north wall between <br />lines 7 and 1Q and on line 10 from G-2 to B-2, and column pads on line 9 <br />at C-2, D-2, and E-2. <br />Reinforcing: Resteel was inspected and found to be well placed with <br />proper laps. Forms were clean and tight. <br />Concrete: Concrete was delivered by Cadman, and placed by pump. All <br />concrete was internally vibrated for consolidation. Cast one set of <br />three concrete test cylinders from a sample having a slump of 4 1/4" at <br />point of placement. <br />INSPECTOR: BOB GARDNER <br />1-25-85 <br />Masonrv: Reported to project site as requested to provide masonry <br />inspection services. The masonry contractoi was only going to be setting <br />up his materials and doing layout taork. I3o bleck laying is scheduled for <br />to�ay and will begin on Monday, January 28. 1985. <br />INSPEC:'OR : BOB GARDNER <br />