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HomeMy WebLinkAboutSieve Analysis.pdfQ. C. Testing. Inc 2944 S 1500 E VERNAL, UTAH 84078 Phone (435) 789-0220 Fax (435) 781-1876 SIEVE ANALYSIS AND ATTEBERG LIMITS Project No. or Client CIVCO Engineeling -Clayton Homes -Bagley Foundation Material Type: Distance From CL: native -soil classification Stations: ~!!!!:.:..'!~~~~~--o::-e-p""h-:========"o-a-'e-:s"'a-m-p::-'e-:-d 10/28/2013 "O-a-'e-:T::-e-s'-e-:d:----'1""' 0/""3-1I""2""'01"-3'-AASHTO T·27 Coarse Gradation Sieve Weight % Tolal Sieve Size Ret. % ReI. Passing Size Specs 3" (75mm) 3" 2" (50mm) 2" 1.5" (37.5mm) 1.5" 1H (25mm) 1" 3/4" (19mm) 3/4" 1/2" (12.5mm) 1/2" 3/8" (9.5mm) 3/8" #4 (4.750101) #4 AASHTO T-69 &. T·9O Alterberg Umil -#4 (4.75mm) liquid Limit 19 WETWT. Plastic limit NP -#4 (4.75mm) Plaslic inde~ NP DRYWT. Classification ML sandysi1l Total -#4 Moisture Data MF= Tested By Craig Thorne WeIWt. 809.6 724.0 DryWt. 771.2 689.5 Fine Gradation H20Wt. 38.4 Sieve Weight H20% 5 Size Ret. % Ret. % Pass Washed Dry Wt. I #4 (4.75mm) 100.0 #8 (2.3Smm) #10 (2_0mm) 5.6 0.8 99.2 #16 (l.18mm) #20 (8S0IJm) 13.5 2.0 97.2 #30 (SOOlJm) #40 (42SlJm) 28.5 4.1 93.1 #50 (JOOlJm) #6012S0Ilm) #80 (18OlJm) #100 (lS0IJm) #200 (75)Jm) 253.4 36.8 56.3 -#200 (75 m) 388.6 Tota! 689.5 Remarks SOIL CLASSIFICATION