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f' 741 Marine Drive <br /> v eOT&5T Bellingham,WA 98225 360 733_7318 888 251_5276 360 733 7418 <br /> TEST REPORT <br /> MOISTURE-DENSITY RELATIONS ❑ SOILS <br /> PROJECT: The Orchards JOB NO: 5324 <br /> ADDRESS: 41st and H Street,Anacortes REPORT NO: S1 <br /> CLIENT: Irving Construction TEST DATE: 5-13-05 <br /> CONTRACTOR: Client/Decker Const. PAGE NO: 1 of 1 <br /> SAMPLE SOURCE: F-1 Trucking Pit SAMPLE DATE: 5-10-05 <br /> SAMPLE LOCATION: On Site Stockpile SAMPLED BY: DJB <br /> LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM <br /> NO. TYPE SYMBOL 3/4"% #4% METHOD DRY DENSITY MOISTURE <br /> Well-Graded Sand ` ASTMD1557A 130.5 pcf _____8.5% <br /> 3287 w/Silty Clay&Gravel SW-SC 2 19 ASTM D4718 136.0 pcf 7.0% <br /> 145 <br /> MOISTURE-DENSITY CURVE SIEVE ANALYSIS <br /> i <br /> SIEVE <br /> ---- -- --- -—=-- — -�— ----- PASSING SPEC. <br /> _ SIZE <br /> - -- - I ------ - -- --;- --=- <br /> 411 100 100 <br /> 140 i ` I I I I �' Saturation 2" 100 75-100 <br /> - -- - - - Curve 7- - - 3/4" 98 - <br /> -J ---I- - - -- ---- - -- 3/8" 9� - <br /> - - -- - - --- -` -- - - #4 84 � 50-80 <br /> - - I -;-�--- --- ---- #10 1 <br /> 135 #20 _ 62, <br /> � --; '-'-,-- �- - :----- #40 30 max.IL �- _- _; <br /> - -- <br /> rn <br /> #60 26 <br /> Z #100 - <br /> 130 #200 11 K0 max <br /> 1 <br /> !... _ - <br /> Z *SPECIFICATION: <br /> 0 125 I <br /> Gravel Borrow <br /> o - - I--- WSDOT 9-03.14(1) v <br /> I I Dry Sieve: ASTM C136 <br /> 120 Wet Sieve: ASTM C117 <br /> I <br /> I <br /> 2 4 6 8 10 12 14 <br /> MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT <br /> Comments: Sample does not meet referenced gradation specification on the#4,#40 and#200 sieves. <br /> .:opies: Client <br /> Submitted By: � � . <br /> Grant Richardson <br /> Technical Director <br /> This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. <br /> The above test results relate only to the sample(or location)tested. www.geotest-inc.com <br />