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Field/Material Report �.: ��30+ <br /> �IMM N�mr Wnn Conahuetion ProJ�ct NumMr: 11425 <br /> Connd: KetleJohnaon P�rmkt B1701�039 <br /> CINnt Addnu: 1410 Bqh St.S.W.Suite A ProJsel Namr Gbnwood PO 17920 <br /> Eve-ett,WA 98203 Addnsa: 5828 Glenwood Ave• <br /> DaN: 11/212011 <br /> AlrTemperature: 40 F <br /> Supplier. CalPortland <br /> Concrete Tempereturo: 80 F ASTM C 7084 <br /> Meteriel Data: Concrele % ASTM C 237 <br /> Air Content: <br /> Plant Number: 291 3��y • ASTM C 1�3 <br /> Slump: <br /> Mix Number: 1510997 <br /> Time Sampled: 10:10:00 AM <br /> TruckNumber: 923 B WMm: <br /> Added Waler: -�- Y <br /> Ticket Number: 24092503 <br /> Alr Enlreinment(oz/yaM): <br /> Number ot Semples: 4 <br /> Admizlures(ux/yard)): <br /> vams peced: z <br /> Design Strength: 3000 <br /> Inap�cllon P�rform�d: Rainrorced Concrete <br /> Loutlon: MechaMcal pad. <br /> 6rid Llms: Soulheesl side ot edsling unils. <br /> R�mulcs: Resteel is per plan and spedficalion. Cancrele pleced by wheelberrow and consolidaled. <br /> 0 Confortning to approved plans Inap�ctw: Olto.Bob 2nd Insp�etor: <br /> Jrd Imp�ctor: <br /> Samples Tesled In AccoMance wilh ASTM: C 1231 C 31 C 172 C 39 <br /> Semple 10 7est Date Age Sive Area Set# Totel Load PSI MeMod Frecture Type <br /> 113899 11/28/201 7 4 X 8 12.6 1/1 58540 4640 C 1231 Cone Split <br /> DiSt�ibUtiofl: ��J] Client ❑ Contrector ❑ Owner Dab MaINd: <br /> ��j' Munldpaliry ❑ Engineer ❑ Architect Tubd By: Mike Bledcwell <br /> ❑ Distributa Other IU�Nrv�d: Mike Bladcwdi <br /> All tests In accordence with the requiremenls oi ASTM C 31 for cestlng end curing concrete specimens In ihe field exdudinp Sedbn <br /> and A:.R.UTes Ing La'boratoryrtlnc. Ri�eprodutiion e1xcepten full,�ut Me written consento A.A IR.rTestl mlabo�y Ie s rldty t <br /> forbidden. <br /> 3� <br />