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7500 HARDESON RD Geotech Report 2022-10-25
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7500 HARDESON RD Geotech Report 2022-10-25
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Last modified
10/25/2022 2:10:00 PM
Creation date
5/9/2022 3:09:48 PM
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Address Document
Street Name
HARDESON RD
Street Number
7500
Address Document Type
Geotech Report
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I <br /> I <br /> Particle Size Distribution Report ASTM C-117,C136 <br /> I <br /> in m ry .- v • .Y.' cam' # ' �[ # #a $ Ti # <br /> 100 <br /> I 90 <br /> .a <br /> to 80 <br /> Tu <br /> 70 <br /> tti <br /> I <br /> y W 60 <br /> .9LI <br /> Z `. <br /> aZ 50 <br /> cW <br /> c W 40 <br /> ca a- <br /> t <br /> N <br /> a 30 <br /> 0 <br /> a <br /> NCC 20 <br /> 0 10 <br /> 2O <br /> N 0 '.. <br /> _1 100 10 1 0.1 0.01 0.001 <br /> 0 <br /> +3_ %Gravel %Sand %Fines <br /> Coarse Fine Coarse MeGRAIN dium SIZE-mm. <br /> Fine Sift Clay <br /> 2 0 15 12 6 22 36 9 <br /> o. <br /> c SIEVE PERCENT SPEC? PASS? <br /> Material Descrlpto <br /> in <br /> w SIZE FINER PERCENT (X=NO) Grab Sample,S-1 <br /> 2" 100 Sampled at 2.5' <br /> 1' 92 <br /> 112" 85 <br /> 81 Atterberg Limits <br /> O , , 80 PL= LL= PI= <br /> — #4 73 Classification <br /> • #8 68 USCS= AASHTO= <br /> #16 62 Remarks <br /> • #30 54 <br /> #50 36 Report:#02 <br /> 0 axi <br /> i=100 18 <br /> #200 9.1 Sampled by:Client <br /> o <br /> at <br /> U <br /> 2 <br /> a <br /> N <br /> m (no specification pros ided) <br /> Jo <br /> o Source of Sample:TP-1 <br /> c Sample Number: 18-1084 Date: 08-30-18 <br /> O Client: South Sound Geotechnical <br /> N Construction Testing Laboratories <br /> r Project: Berm 7 1 1 (18072) <br /> I a 400 Valley Ave.NE,Suite#102 <br /> tY Puyallup WA,98372 Tel.(253)383-8778 Project No: 7420 Figure <br /> Tested By: R Rowden Checked By:C Pedersen <br />
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