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H <br />J <br />DAILY REPORT <br />�� <br />leh, No. <br />Pap• of <br />Client: City Lf Everitt Building Depart,nan <br />R.pa rt Spo.nu N.. <br />Vere ' , asn ng On <br />Dino <br />i _,1 71 <br />Do, of W..L <br />EE <br />her,ed <br />harp.d <br />Project: Support Center <br />1. Reinforcing Steel Inspection: <br />Ins ected placement of reinforcing steel in foundation walls <br />said lines iA) 1-92- -F and f" A-F. <br />On foundation WEL11 <br />grid line 2A-F contractor is leaving out vertical stubs <br />for masonry wall and will drill them in later, due to the <br />tiltin anel forms being laid ir. this area. Steel was <br />laced in accordance with plans and s ecifications. <br />2. Concrete Inspection: <br />Observed placement of 2 yards of concrete <br />in the above ob <br />areas. 3 cylinders and slump were taken <br />for control refer <br />concrete test report Concrete was placed <br />in accordan- <br />with plans and specifications. <br />3. Weather: Cloudy and Calm - 53 o F. <br />INDUSTRIAL TESTING INC. <br />Uy: <br />Thomas C. Nielsen <br />Assistant General Manager <br />Distribution: <br />1 City of Everett Building Department <br />2 Br ants Butterfiel Frets & Associates <br />Arrhltrcts <br />ase Val: en Endes Structural Eng neer <br />etro olitan Construction Company <br />��O <br />.......emur .eeeWn LIf <br />3. File <br />