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Transit Mix Concrete Co. Materials Laboratory <br /> 444 East Cauilla Avenue 2596 1lwy 96 East <br /> Colorado Springs,Colorado 80903 Pueblo,Colorado <br /> Ph.(719)475-0700 Fax(719)475-0226 Ph (719)543-7898 Fax(719)383-0345 <br /> FINE AGGREGATE REPORT No. 608OD-1-13 <br /> JOB NAMEiSOURCE: Daniels Sand Pit SAMPLE DESCRIPTION Fine Fill <br /> Tube Sample <br /> DATE SAMPLED: January 13,2016 TIME SAMPLED: 17--00 rM SAMPLED BY: JN <br /> DATE TESTED: January 14,2016 TIME TESTED: 8:10 AM TESTED BY: JN <br /> ASTM C 136 AASHTO T 27&M 92 <br /> SIEVE SIZE <br /> INDIVIDUAL WEIGHT CUMULATIVE WEIGHT % RETAINED % PASSING <br /> 50.0 mm or 2' <br /> 375 mm or 1.5' 0.0 0.0 0.0"/. 100.0%. <br /> 25.0 mm or 1' 0.0 0.0 0.0"/. 100.U"/" <br /> 19.0 mm or 3/4' 0.0 0.0 0.0% 100,00/" F <br /> 12.5 mm or 1/2' 0.0 0.0 0.0'%" 100.06/" <br /> 9.5 mm or 3/8' 6.3 6.3 0.71% 99.31/" <br /> 4.75 mm or 15.4 15.4 1.6% 98.4% <br /> 2.36 mm or 26.7 42.1 4.51% 95.50% / <br /> 1.19 mm or 16 65.9 108.0 11.5% 88.5% •y, <br /> 600 um or 30 112.2 220.2 23.4% 76.6% S/ <br /> 300 um or 50 2091 429.3 45.5% 54.5"% <br /> 150 um or 10D 194.3 623.6 66.20/" 33.8% <br /> 75 urn or 2W 176.7 800.3 84.9% 15.12A, <br /> Pan/Oven Dry Wt, 806.6 942.6 <br /> FINENESS D 422(0.02NENESS MODULUS: 1.5 mm) <br /> ASTM C 566 AASHTO T 255 <br /> Max.Nominal Size(in) 4.75 mm (#4) 9.5 mm (3/8 in) 12.5 mm (112 in) 19 D mm (3/4 In) 1 25.0 mm 0 In) 37.5 mm (1 12 in) <br /> Min.Sample Size(g) 500 1 1500 2000 30D0 1 4000 6000 <br /> Mass of Original Sample(W) 1010.1 Moisture Content <br /> Mass of Dried Sample(D,B) 942.6 p=100(W-D)1D <br /> ASTM C 117 AASHTO T 11 <br /> Max.Nominal Size(in) 1475mm(64) >4.75mm1#41to95mm(11in) >95mm(A in)t190mm(1Yin) a190mm(24In) <br /> Min.Sample Size(g) 3D0 1000 2500 50DO <br /> Mass of Dried Sample(D,B) 942.6 %Mat.Finer than#20D Sieve <br /> Dry Mass of Sample-Washed(C) 800.3 A=I(B-CuB)X 100 <br /> ASTM D 2419 1 AASHTO T 176 <br /> Solution Temperature(7 +t-5 f) <br /> Sample Sample Weight Clay Sand Actual Adjusted Average Reported Sand <br /> Identification Reading Reading SE SE SE E uivalent Value <br /> A 109.1 3.8 2.6 68.4 69 �� <br /> B 107.8 3.7 2.4 64.9 65 65.3 <br /> C 107.9 3.6 2.2 61.1 62 <br /> Rev4ed:1012009 <br />