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Transit Mix Concrete Co. Materials Laboratory <br /> 444 f=ast Co511111 Awnue,Colorado Spnngs.Color ido 80903 Ph i 719f 475.0700 1 nc(719)475-0226 <br /> p Aggregate PpnO QC, <br /> Clay Lumps Friable Particles in A ate O <br /> g <br /> ASTM C 14206 <br /> U�,'�. ° 2 <br /> JOB NAME/SOURCE: Pikeview Quarry/Colorado Springs y 1 <br /> etc ''••.SAMPLE DESCRIPTION: ASTM C-33 No. 57167 Coarse Aggregate for Concrete Ss <br /> ASTM C-33 Fine Aggregate for Concrete <br /> DATE SAMPLED: March 22, 2017 Time Sampled: 12:30pm Sampled By: Nick <br /> DATE TESTED: March 23, 2017 Time Tested: 8:50am Tested By: Paulski <br /> MARSE A <br /> SIEVE SIZE <br /> (ASTM C 136& E 11) ORIGINAL DRY WEIGHT WEIGHT AFTER WET SIEVING PERCENT LOSS <br /> 4.75 mm or 4 1724.9 1723.8 0.1% <br /> 9.5 mm or 3/8" 2201.6 2200.5 0 0% <br /> 19.0 mm or 3/4" 3198.3 3196.7 0.1% <br /> 37.5 mm or 1.5" <br /> TOTALS 7124.8 7121.0 0.2% <br /> FINE A <br /> SIEVE SIZE <br /> (ASTM C 136&E 11) ORIGINAL DRY WEIGHT WEIGHT AFTER WET SIEVING PERCENT LOSS <br /> 1.18 mm or 16 109.5 109.5 0.0% <br /> COARSE AGGREGATE FINE AGGREGATE <br /> Mass of Test Somp e m n Me- c f T-A sompie m'n <br /> Size of Part Making Up Test Sample p Size of Port .., s Mok 'p Test Sample CT <br /> < to 3/8 in <br /> a <br /> Z'3/e In <br /> ! to 1 n <br /> 112 in <br /> COARSE AGGREGATE WASH n ` = AGGREGATE WAS'! <br /> OF"es•'c'rp <br /> a 'o3fE n r <br /> 1c3air a <br /> ( to 1 nl a <br /> 112,n1 4 4 <br /> p� „ t-, Pal II A Pc7r'7nlLrr%%AlcLei <br />