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Transit Mix Concrete Co. Materials Laborato <br /> 444 last Costtlla A%rnue Colorad,Springy, Colorado 80403 Ph (7I ,,4"Shc -10 Fax(719)475-0776 Q <br /> Clay Lumps and Friable Particles in Aggregate °v•• ••$'•A4 . �a <br /> ASTM C 142 u, <br /> u <br /> (C0<11 <br /> k!JOB NAME/SOURCE Grisenti Aggregate Pit <br /> SAMPLE DESCRIPTION: Coarse:ASTM C-33 No.57/67 Coarse aggregate for Concr S�0NAL i� <br /> Fine:C-33 Fine Aggregate for Concrete <br /> DATE SAMPLED: March 6, 2017 Time Sampled: 2:00pm Sampled By: Mauro <br /> DATE TESTED: March 7, 2017 Time Tested: 12:05pm Tested By: Nick <br /> COARSE 77MEGATE <br /> SIEVE SIZE <br /> (ASTM C 136&E 1 1) ORIGINAL DRY WEIGHT WE GHT AFTER WET SIEVING PERCENT LOSS <br /> 4.75 mm or 4 1182.8 1181.7 0.1% <br /> 9.5 mm or 3/8" 2099.5 2099.0 0.0% <br /> 19.0 mm or 3/4" 3517.2 3516.9 0,0% <br /> 37.5 mm or 1.5" 0.0 0.0 0.0% <br /> TOTALS 6799.5 6797.6 0.1% <br /> FINE A A <br /> SIEVE SIZE <br /> (ASTM C 136&E 11) ORIGINAL DRY WEIGHT WEIGHT AFTER WET SIEVING PERCENT LOSS <br /> 1.18mmor16 101.9 101.8 0.1% <br /> COARSE AGGREGATE FINE AGGREGATE <br /> Mass of Test Sample min Ma of Test Somp!-,,min <br /> Size of Part Making Up est Sample 9 Siz_ of Part c:les Mak,,,_ _p Test Sample 9 <br /> a 9.7 0 313 ins ft <br /> 19 3!d in) <br /> 031 1 o• <br /> era !2 in, <br /> t OAR'I PGGREGATE WASH A GREGATE WAE- <br /> .0 7es,5zn:p <br /> L .7 Al/a In <br /> 9 ?!4 in) <br /> 3 0 1 in1 4 <br /> r 3 in) 4 C <br /> r _ __J L <br />