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-1 <br />PITTSbJRGH TESTING LABURATORY FORM i°D].B.SE <br />'t <br />CS NC° TT <br />7400-3RD AVENUEE S..s.. sEATTLE. WA 98I08 <br />AS A MUTUAL PROTECTION TO CLIENTS. THE PVOLIC AND OURSELVES. ALL REPORTS <br />ARC SUBMITTCD AS THE CONEIOENTIAL PROPERTY OF CLIENTS. AND AUTHORISATION Order No. SEA 3616 <br />FOR PVSLICATION Of STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGAPDING <br />OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. <br />Client PO NO: 91542 Report No. 13 B <br />CONCRETE TEST REPORT <br />Cate Moulded a-3-84 Reported 8-13-84 9-4-84 <br />Project_ Silo - Everett <br />At B11 S F Fyratt Mall 41ay <br />Contractor <br />Reported to —See Below <br />Concrete Supplier 3 <br />Quantity Represented 136 Cu. Yds. Specimens made by <br />J. Tucci No. Submitted <br />Location of pour Sl h west end 25' x 200'; north 25' x 100' ; center 3 6 4 line; 100'. <br />Strength requirement_ non <br />psi at 28 days <br />MATERIAL PROPORTIONS USED (Quantities per cubic yard -of concrete) MIX No.: <br />Cement 33 2 lbs. <br />bags Type Std. Brand <br />Type: Building <br />Fine Aggregate (SSD) 1444 <br />lbs. Source <br />Coarse Aggregate (SSD) 1E14? <br />lbs. Size 3/4" Source <br />Type: <br />Coarse Aggregate (SSD) <br />lbs. Size Source <br />Type: <br />Water Total 226# <br />Gals. _ Gals./bag <br />Admixture: Amount <br />90 oz. Kind Pozzolith 344N <br />Admixture: Amount <br />Above information obtained from: <br />100 # Kind Fly Ash <br />Contractor ❑ <br />PTL botching inspection ❑ Project Engineer ❑ <br />Concrete Supplier ® Other ❑ (Designate) <br />Actual Slump _ 6 In. Ticket No.: <br />328615 <br />Entr. Air — % <br />Temperatures: Air 65 <br />°F Concrete _ 68 OF Weather sunny <br />Mixing: Central Mix ® <br />Above Site Information obtained from: <br />Truck Mix ❑ Job Mix ❑ <br />PTL Inspection ❑X Project Engineer ❑ <br />Contractor ❑ <br />Concrete Supplier ❑ Other ❑ (Designate) <br />Cyls. delivered to laboratory by: <br />PTL ❑X Contractor ❑ Engineer ❑ Common Carrier ❑ <br />Cylinder Size 6 x 12 Inches <br />COMPRESSIVE STRENGTH <br />Area 28.27 Sq. Ins. <br />SPECIMEN <br />MARKING <br />AGE <br />DAYS <br />LABORATORY <br />NUMBER <br />DATE <br />RECEIVED <br />DATE <br />TESTED <br />TOTAL <br />LOAD -POUNDS <br />UNIT <br />LOAD-P.S.I. <br />REPORT <br />NO. <br />8 A <br />7 <br />8171 <br />8-9 <br />B-10 <br />40,000 <br />1410 <br />13—A <br />g g <br />28 <br />8172 <br />8-31 <br />65,500 <br />2320 <br />13—B <br />iui <br />g C <br />56 <br />8173 <br />9-28 <br />Day tests previously reported <br />Remarks: <br />cc- (1) Appliance TV City Silo -Ariz. Attn: Dan Drociak <br />(1) Baugh Construction Attn': Larry Biork <br />(1) Lance Mueller, Architect, Attn: Bob Olschewsky <br />(It City of Everett Attn: Larry Calahan <br />esJJp''ect''ful, syy, <br />Note: Dan Saline of Baugh Construction notified on 9-4-84. PITTSBR��6 -tied <br />It TORY <br />L4DZy <br />� c j SrCCIrIC�T'.i0'iS Seattle District. Manager <br />NOTE <br />s lM <br />L A <br />