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HomeMy WebLinkAboutKC-16-207 & KC-16-208 - 28-day break - SG Foundations - 04-07-16a 155 M171ire Avenue Nb. 1308. IJ, Kenlnli_ WA 93UJ6-4199 rnmx: (2015) -,915-/ /U9 Concrete Compression Tesl Report Kiny County 1'.,n: (LUI)) L90 -UI /9 rplilliffiritilli-COMF11111551111111111111 10511 NP -rt Project: City of Renton - Logan Ave N. Guncrete Placed By: Amays EleL;triL; uunurvty Supplier: milwo Plant Location: Placement Location: Gunurete Use: Sumner - 202 shafts Slump: 71/4" Air Uuntent: 1.6% Unit Wuiyht: 150.Opcf Temperature: 74°F Aggregate Source(s): Cuarae: a-3za, Fine: B-3zv Project Number: Placumunt Inspactur: Tests and Cylinders by: Mix Design Number: Pole Bases P-2 & 5-3 1126896 Shawn Shirty Casey Wagner 04432F StrenytH Spuuitivatiun: 4uuupsi at ZS aay8 Dcsiyn w/(c;+p) Actual w/(c-rp) 0.44 Date uylinacrs oast: w13 Time Cylinders Cast: ASTM C39: Tesi Mezhod for Compressive Szrengzh of Cylindrical Concrete Specimens 4/7/16 13:51 Fracture Type Age at Testing (Days) Lab Number Date Received Date of Test Cylinder Dimensions Total Load (Lbs) Unit Load (psi) Unit Load (MPa) Length Diameter Diameter(x) Area Type 2 7 KC -16-206 417116 4/14/16 7.98in 4.00in 4.02in 12.63in2 58,570 4640 32.0 Type 2 28 KC -16-207 4/7/16 5/5/16 8.00in 4.01 in 4.01 in 12.63in2 86,010 6810 47.0 Type 3 28 KC -16-208 4/7/16 5/5/16 7.99in 4.01 in 4.01 in 12.63in2 86,990 6890 47.5 History of Individual Compressive Strength Tests For This Project and Mix ID Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-01.3(5). Field tests performed using ASTM C31/C31M, C138, 01437 C1 tz, C231, and C1064. X meets Material il t meet apove specifications. a Qistnbuhon By S N Submitted By 6W 5lsrm16 W. ona ngm- or Crate inmal Daw Form: Fieltluoncrew iescReport riewsed:Biz dW Second Most Recent First Most Recent Current Individual Strength Running Average Individual Strength Test Individual Strength Test Test of the Three Most Recent Individual Strength Tests Date of Test 5/3/2616 5/4/2016 5/5/2016 ,Cylinder Strength 7056psi I 7090psi 6120psi I 6230psi 6810 si 6890psi Average Strength 7070psi 6180psi 6850psi 6700 si Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-01.3(5). Field tests performed using ASTM C31/C31M, C138, 01437 C1 tz, C231, and C1064. X meets Material il t meet apove specifications. a Qistnbuhon By S N Submitted By 6W 5lsrm16 W. ona ngm- or Crate inmal Daw Form: Fieltluoncrew iescReport riewsed:Biz dW