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Transit Mix Concrete Co. Materials Laboratory <br /> 444 U-IS!USIUi A,owc,Cuk-radv Snnp,Cola-ado 60903 Ph (719)47!,4700 r;,(719)475-0226 <br /> Clay Lumps and Friable Particles in Aggregate <br /> AST"A C 142 Aic-:C <br /> JOB NAME/SOURCE: Grisenti Aggregate Pit <br /> /Nan <br /> SAMPLE DESCRIPTION: Coorse:ASTM C-33 No.8 Coarse aggregate for Concrefj� 61/0 <br /> Fine:C-33 Fine Aggregate for Concrete <br /> DATE SAMPLED: March 2D, 2017 Time Sompled: 2:30pm Sompled By, Mourc <br /> DATE TESTED: March 21, 2017 Time Tested: 12:20pm Tested By: pool r--. <br /> COARJL AUGREGATE 1 <br /> ISIEVE SIZE <br /> JASTM C 13lS&E I I) ORIGINAL DRY WEIGHT WEIGHT AFTER WET SIEVING PERCENT LOSS <br /> 4.75 mm or 4 1027.8 1027.5 0.00 <br /> 9.5 rTim or 3/8" 215).A 2150.7 <br /> 19.0 mm or 3/4" 0.0 0,0 <br /> 37,5 mrr;or 1.5' 0.0 0.0 0.0% <br /> TOTALS 3179.2 317B.2 <br /> I'l NIL:ACUKi - <br /> SIEVE SIZE <br /> JASTNIC136ILEII) ORIGINAL DRY WEIGHT WEIGHT AFTER WET SIEVING PERCENT LOSS <br /> 1.18 mm or 16 101.9 101.8 0.1i® <br /> COARSE AGGREGATE FINE AGGREGATE <br /> Mass of Tesl Sample,min Mass of Te I:ample min <br /> size of Particles Mokinq Up Tesl Sample 9 Sue of Forlicles Making Up Test SomjD e 9 <br /> A 75 1c,9 75 r (tio j 10 316 ill ITO TO—Kiel i-Oic,177 <br /> IM <br /> 9510 19D MM 13f8 ID 1(4 In) Epp <br /> 19,010 37 5 Mir IVJ to I k)) 3000 <br /> 0-coZ175rrmjl t/2in1 5wo <br /> COARS=-AGGREGATE WASH Fl%� AGGREGATE YVAS <br /> ,`.-o of Fcvlrctm Vaklrx�U:)Test 5=p-e sm C1 Se,c 1y Fenla"Ro Re'.Sduo Sze ct ftvkt.-1"40UM0 U;)losi, <br /> :�fCicv L�mpi c�d F,k�ble <br /> A 75 tC 9,75 MM JNO.4 to 3f8 W 2 h mm It:=fil <br /> IS <br /> 9S ic 19 0 nvri 11(8 In 314 V) 475nimtti.-j a; <br /> 19.010 374 rrm(314 to I 1rI 75 tr.1 I r;a,I) <br /> U+tr 37 5 mm.11 1/1 n) 75"1(r.o 4) <br /> Reviewed by: <br />