Laserfiche WebLink
Sieve Analysis Test Report - C136/C117 <br /> o 0 0 0 <br /> 8 <br /> 100 T_ ( 's,\ I WSDOT-16 9-03.9(3)Crushed Surfacing Top Course <br /> 90 , <br /> 80 i <br /> i <br /> "T, <br /> W 60 <br /> H <br /> Z 50 ,. <br /> U <br /> U <br /> cW 40 <br /> 30- <br /> (A <br /> tii 20 ' , <br /> cu 010 i � <br /> 0 I I <br /> > 10 1 0.1 <br /> 0 <br /> a GRAIN SIZE-mm. <br /> ra %Gravel %Sand %Fines <br /> s <br /> cCoarse Fine Coarse Medium Fine Silt <br /> 0 31 24 29 11 5 <br /> o SIEVE PERCENT ' SPEC.* PASS? Material Description <br /> a SIZE FINER PERCENT (X=NO) WSDOT 9-03.9(3)Crushed Surfacing Top Course <br /> 3/4" 100 I 99- 100 <br /> 5 5/8" 100 <br /> O 1/2" 97 80- 100 <br /> Atterberg Limits <br /> 1/4" 76 PL= LL= P1= <br /> ,O #4 69 46-66 X Coefficients <br /> c #10 45 D90= 9.7127 D85= 8.3135 D60= 3.3768 <br /> o #20 26 D50= 2.4117 D30= 1.0768 D15= 0.3980 <br /> 8 #40 16 8-24 D10= 0.2349 Cu= 14.38 Cc= 1.46 <br /> axi #60 10 Classification <br /> #100 7 USCS= AASHTO= <br /> m #200 5.1 0.0- I0 <br /> Remarks <br /> o ! Sample fails grad./SE spec.,but meets fract.specification <br /> n Sand Equivalent:38(40 min) <br /> m <br /> N %Fracture(Single Face): 100%(Spec:75 min) <br /> - * WSDOT-16 9-03.9(3)Crushed Surfacing Top Course <br /> 0 <br /> c Location:Cadman-Granite Falls(D-344)-Sampled from pit stockpile <br /> te Sample Number:3708A Date: 6-18-18 <br /> E _ <br /> -c Client: Port of Everett <br /> n <br /> 7s, 6—# Project: Cargo Transit Shed Relocation <br /> eaT Z,r01....w.4 Nam Everett,WA 98208 <br /> I— _ Project No: 18-0297 Figure SA001 <br /> Tested By: TG _ Checked By: BF <br />