Laserfiche WebLink
Transit :Mix Concrete Co. Materials Laboratory <br /> 444 East Cos[IIla A muc,Cult--u,t SpiiF,Colorado 80903 fit, (1191 475.0700 Fat 1719)475.0216 <br /> Clay/ Lumps and Friable Particles in Aggregate op�,ao•L�cF,t, <br /> ASTM C 142 ° •� ° a <br /> JOB NAME/SOURCE: Pikeview Quarry/Colorado Springs , 06 r <br /> SAMPLE DESCRIPTION: ASTM C-33 No.57/67 Coarse Aggregate for Concrete `�ss� G iiiFFF' <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 /> CIJAK�E AG A <br /> SIEVE SIZI:- <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 AGG, <br /> SIEVE SIZ <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 a <br /> COARSE AGGREGATE FINE AGGREGATE <br /> Mass of Test Sample.m'n Mass of Test 50MPle min <br /> Size of Parfides Making Up Test Sompie 9 Size Of Parlides Mok ng Up Test Samp'e 9 <br /> a 75 to 9 75 mm(t:o A to 3/8 h1 1000 alrr t. -- Ina <br /> s.510 19.0 mm(3rB to 314 in1 rq0 <br /> 49 0 Ip 37.5 mm 13/A 10 I in) 3U0 <br /> O.c 37Si^art(I 1/2k)1 <br /> COARSE AGGREGATE WAS F1 A GREGATE WASH <br /> �c ur Pci,;.tri t:ai:n,�UR icf=SarnP to Rcrna p F � e <br /> via dFria le t.ai?fl <br /> 475fa 7 rnv;It,,j in 3tB 3orrm(r0F r <br /> A I A <br /> 9.5 Io IS mm 13 910 3/4 In 75 rP,tr(t o 41 <br /> I vA L^37 5 mm(31+is 1 ml 75 m..m rt.o 4t <br /> G' iK Sri 1)1/31nt swln It:�4 <br /> Reviewed by: Paul A. Pszczolkowski <br />