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Krazan & Associates, Inc. 19501-144th Ave. NE #F-300 Woodinville, Wa 98072, (425) 465-5519 <br />Project No. 09602004 Cyl. Code 9990 Pour Date 2/ 1 /02 Report No. 7635 <br />Weather Cloudy Jurisdiction COE Permit No. W/O UT 2721 <br />Project Belt House #1 Engineer MWH <br />Location 35th St and Tulalip Ave. Architect <br />client City of Everett contractor Pacific Crest Consin/ction <br />Field Data Site Mix Reported Batch Data <br />Supplier Glacier Plant No. Cement Type 1/II <br />Concrete X <br />Mortar <br />Grout <br />. Flex Beams <br />Prisms <br />Grouted <br />bitgrouted <br />Other <br />Conc. Air <br />Temp. Temp. Unit <br />Time Truck # <br />Ticket # <br />%Air Slump <br />(F) (F) Wt. <br />10:05 <br />335494 <br />6.2 3.5 <br />64 40 <br />Placement Area—.. _...-- <br />— - --- <br />- - — --- - — <br />Footings <br />Walls <br />Columns <br />Grade Beams <br />Slab/Deck <br />Slab X <br />Pilings <br />Other <br />Grids Slab on <br />grade for <br />mechanical/ control building. <br />Remarks Concrete placed by pump and mechaniclly <br />consolidated. <br />Inspector Tuyen Tran <br />aboratory Data <br />Cyl. Test <br />Code Date <br />9990-1 2/8/02 <br />9990-2 3/1/02 <br />9990-3 3/1/02 <br />9990-4 <br />?990-5 <br />9990-6 <br />9990-7 <br />Remarks <br />Results Reviewed <br />Codes for :oak <br />Field <br />Cure Age Dim. <br />7 6x12 <br />28 6x12 <br />28 6x12 <br />H 6x12 <br />Reviewed By <br />Design Strength 4000 psi @ 28 days <br />Wt. <br />RA a <br />Comp. <br />Area Lbs. <br />Load <br />Sir. (psi) <br />Set # <br />28.26 <br />127750 <br />4,520 <br />1 <br />28.25 <br />156840 <br />5,550 <br />1 <br />28.25 <br />152410 <br />5,400 <br />1 <br />1 <br />Design Actual <br />Mix No. <br />3310 <br />Cem. tbs. <br />564 <br />F. Ash tbs. <br />C. agg. tbs. <br />(3/4) 1730 <br />C. agg, lbs. 2 <br />C. agg. tbs.3 <br />Sand lbs. <br />1436 <br />Water <br />133 <br />Admixture <br />Other <br />Air Ent. (ozlcwt) 5.5 <br />Water Added on Job 5 <br />(gals.) <br />Items Inspected <br />X Conforming <br />Non -Conforming <br />Data Specimens Roc'd. 2/4/02 <br />Tested <br />By <br />Break <br />Type <br />`Test Method <br />RM <br />1 <br />ASTM C39 X <br />CM <br />2 <br />ASTM C1231 X <br />CM <br />2 <br />Other <br />Compressive X <br />Flexural <br />Test Results <br />X Conforming <br />\_ Non -Conforming <br />Date Reviewed <br />1. Cone I I 2. Cone 8 Split 3. Cone 8 Shear 4. Shear F1 5. Columnar (Split) <br />