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HomeMy WebLinkAboutSE83-2081 Sieve Analysis January, 2017ASTM D422-63(2007) DIG lT SOURCE REAR Tested By: R.Perry Date: Date:1t17 t2017 Project Name: Location: Boring No: Sample Depth: Checked By: N KEITH Test Number: Gnd Elev.:15IN, COMPOSITE USCS Soil Classitication: AASHTO Soil classification: Uniform graded med. Sand N/A Weight of Container (g): Weight of Dry Sample (g): 94.3 weight of Container & Soil (g): zt I o Sieve Number Diameter (mm) Mass of Sieve (s) Illlass of Sieve & Soil (g) Soil Retained (sl Soil Retained %t Soil Passing $t 4.7 5 0 0 0.0 U,U 1 00.0 #10 2.00 0 0 0.2 0.1 99.9 0.85 0 0 9.1 3.4 96.6 0 0 z3a_l 866 10.0 0 0 21 .3 7.8 2.1 0.075 0 0 4.5 0.5 Pan 0 0 0.1 00 0.0 TOTAL:270.4 99.6 #4 Coatse #r 0 SAND Medium SAND Fine SAND #44 *204 SILT/CLAY 100 90 80 GRAVEL 70 ffio, oouo(! .^o- 3u Sao i TT-'r t--l tl30 20 '10 0 ffi 10.00 1 .00 Grain Size Distribution Curve Results: Yo Gravel: 0 % Sand: Particle Diameter (mm) 0.1 0 0.0'1 Droi D:o: Doo: 0.25 c Yo Fines: 14.333 Sieve Analysis Worksheet 100 Revised 02l13 0.5 c" 2 Sieve Analysis Data Sheet - CAPE COD ENGINEERING, !NC. Great Western Pit 1 lil t I i -, 1 I t -t"-- I Lr + ll #20 #6( tl df *2 1.7 _of_