Laserfiche WebLink
�t`�I`�k Professional Service Industries,Inc. Report No: CTR:07122878-28-Cl <br /> • 16750 Woodinville Redmond Rd NE Ste <br /> Linville,WA 98072 Issue No: 1 <br /> si Phone:(425)409-2504 These test results apply only to the specific locations and materials noted and may <br /> not represent any other locations or elevations.This report may not be reproduced, <br /> except in full,without written permission by Professional Service Industries,Inc.If a <br /> non-compliance appears on this report,to the extent that the reported <br /> Concrete Test Report non-compliance impacts the project,the resolution is outside the PSI scope of <br /> engagement.Tests and inspections are considered to be simple acceptance criteria <br /> Client: CHC OF SNOHOMISH COUNTY CC: ALEX RUIZ <br /> BRAIN LAMPE <br /> 8609 EVERGREEN WAY CONNOR WELLS <br /> EVERETT, WA 98208 DION KAPETANOV <br /> DON CROWLEY <br /> HEATHER BRAY <br /> MARIJANE HEPNER <br /> Project: CHC ANNEX OFFICE <br /> EVERETT,WA <br /> Approved Signatory:Eric Allen(Director) <br /> Date of Issue: 11/27/2023 <br /> Mix Data <br /> Supplier: Miles Sand and Gravel <br /> Plant: Miles Sand and Gravel <br /> Mix Identification: 01550 <br /> Specified Design Strength(psi): 3500 at age 28 days <br /> Sample Details <br /> Date Sampled: 11/15/23 Date Received: Specification: Mix Design <br /> General Location: Slab on grade B-G/1-10 Measured Specified <br /> Sample Location: B-G/1-10 Slump(in): ASTM C 143 5 <br /> Curing Method: Slump w/plasticizer(in): N/A <br /> Field Sample No.: 1 Initial Cure Temp(°F)High: Air Temp(°F): 36 <br /> Low: Concrete Temp(°F): ASTM C 1064 57 <br /> Contractor: Aldrich Air Content(%) ASTM C 231 N/A <br /> Ticket no.: 1076060 Truck No.: 1175 Unit Weight(pcf): ASTM C 138 N/A <br /> Sampled By: Timothy Horton Volume of Density Measure(ft'): N/A <br /> Weather: cold,overcast Batch Size(yd'): 10.3 Time Batched: 05:41 <br /> Yd'Placed: 20.3 Time Sampled: 06:30 <br /> Water Added(gal)Before: 10 Time Placed: 06:45 <br /> After: Time in Truck(mins): 64 <br /> Compressive Strength of Concrete Cylinders ASTM C 39 <br /> Specimen ID Date Tested Age Diameter Length Area Type of Maximum Fracture Compressive Tested By <br /> (Days) (in) (in) (in') Cap Load(Ibf) Type IRemarks Strength(psi) <br /> 07122878-28-C1\1 11/22/23 7 4.01 8.00 12.63 U 43908 2 SC 3480 Jeffrey Rojas-Vazquez <br /> 07122878-28-C1\2 12/13/23 28 U Sc <br /> 07122878-28-C1\3 12/13/23 28 U Sc <br /> 07122878-28-C1\4 12/13/23 28 U Sc <br /> 07122878-28-C 1\5 Hold Sc <br /> Average 28 Day Compressive Strength(psi) <br /> Required Strength(psi) 2500 <br /> Notes Remarks <br /> 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=Vert crack/cone opposite end;C1314:Cone&Shear,SC= <br /> 2.Specimen(s)prepared to ASTM C 31 Condition Satisfactory upon retrieval. <br /> 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined,G=Ground Mix used was 01550 <br /> Sampled from Revolving Drum Truck Mixer(ASTM C 172,5.2.3) <br /> Form No:18947,Report No:CTR:07122878-28-C1 ©2000-2023 QESTLab by SpectraQEST.com Page 1 of 1 <br />