Laserfiche WebLink
Professional Service Industries, Inc. <br />6032 N. Cutter Circle, Suite 480 <br />Portland, OR 97217 <br />CCB No. 176269 <br />Phone: (503) 289-1778 <br />Fax: (503) 289-1918 <br />Report No: CON:0702623-54-C1 <br />Concrete Test Report <br />Issue No: 2 <br />These test results apply only to the specific locations and materials noted and <br />Client:CC: <br />COLUMBIA HELICOPTERS INCDREW WILDER <br />may not represent any other locations or elevations. This report may not be <br />14452 AMDT RDERIC HOLMGREN <br />reproduced, except in full, without written permission by Professional Service <br />Industries, Inc. If a non-compliance appears on this report, to the extent that <br />AURORA, OR 97002JIM TRUSSELL <br />the reported non-compliance impacts the project, the resolution is outside the <br />NICK SHUR <br />PSI scope of engagement. <br />RICK TERRIER <br />Project: <br />COL. HELICOPTER P714 TEST CELLSTEVE . <br />AURORA, OR <br />STEVE ENTENMAN <br />Approved Signatory: John Eakman (Project Manager) <br />Date of Issue:12/14/2011 <br />Mix Data <br />Mix Data Submitted ByMaterialSourceAmountMoisture (%) <br />Viesko Quality Concrete <br />Supplier <br />Viesko Quality ConcreteCement (lb)N/A <br />Plant <br />Fly Ash (lb)N/A <br />Mix Identification <br />V3011Coarse Agg (lb) <br />Specified Design Strength (psi) <br />2500at age28daysFine Agg (lb) <br />Design Unit Weight (pcf) <br />Admix Agg (lb)N/A <br />Cement Factor (Sacks/yd³) <br />Water (gal)N/A <br />Details of Sample <br />Date SampledDate ReceivedMeasuredSpecified <br />11/15/201111/16/2011 <br />Slump (in) <br />3.75 <br />General LocationFooting by Gate 3 and 7Slump w/ plasticizer (in) <br />N/A <br />Gate 3 and 7 <br />Sample LocationAir Temp (°F) <br />56 <br />Curing MethodConcrete Temp (°F) <br />One day Field/Laboratory Cure65 <br />ASTM C 1064 <br />Field Sample NoField Cure Temp (°F)HighAir Content (%) <br />1.20 <br />ASTM C 231 <br />LowUnit Weight (pcf) <br />ASTM C 138 <br />ContractorBatch Size (yd³) <br />Centrex Construction10 <br />Truck No.Ticket No.Water Added (gal)Before <br />75002-24567 <br />Sampled ByAfter <br />Alex Fielding <br />Submitted ByTime Batched <br />Joshua Henderson <br />WeatherTime Sampled14:00 <br />Cool, Clear, Windy <br />Est. Wind (mph)Yd³ Placed10.0Time Placed13:50 <br />7 <br />Est. Rh (%)Time In Truck (mins) <br />80 <br />Compressive Strength of Concrete CylindersASTM C 39 <br />Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateCompressiveRequired <br />Fracture <br />(Days)CapLoad (lbf)Strength (psi)Strength (psi) <br />DiameterHeight <br />0702623-54-C1\111/22/1174.018.0112.63U4420523500 <br />0702623-54-C1\212/13/11284.028.0212.69U65360251503000 <br />0702623-54-C1\312/13/11284.028.0212.69U64200250603000 <br />0702623-54-C1\412/13/11284.028.0212.69U62100248903000 <br />0702623-54-C1\5Hold3000 <br />Average 28 Day Compressive Strength (psi)5030 <br />NotesRemarks <br />1.Sampling to ASTM C 172Fracture Type / Remarks: 2 = C39: Vert crack/ cone opposite end; C1314: Cone & Shear, <br />2.Specimen(s) Prepared to ASTM C 31Observed the placement of concrete. Batch weight information not available. <br />3.Capping B=Bonded ASTM C 617, U=Unbonded ASTM C 1231, C = Combined <br />Form No: 18970, Report No: CON:0702623-54-C1© 2000-2011 QESTLab by SpectraQEST.com Page 1 of 1 <br />