MAT_0742557-2-S3.rev_1Sampled By: Client Specification: Gravel Borrow WSDOT 9-03.14(1) Sample Details Sample ID: 0742557-2-S3 Date Sampled: 08/02/11 1¼in 98 1in 95 ¾in 90 1½in 99 4in 100 2in 100 Sieve Size
% Passing Particle Size Distribution Result Sand Equivalent AASHTO T 176 -08 Other Test Results Description Method =100 75 -100 Limits No.4 62 No.8 52 No.16 39 ¼in 69 ½in 86 3/8in 82
50 -80 No.30 25 No.40 19 £30 No.100 8 No.200 5.0 £7 Chart Limits Maximum Dry Density (lbf/ft³) ASTM D 1557 -07 Optimum Moisture Content (%) Method Preparation Method Apparent SG (Fines)
Retained Sieve 3/8'' (9.5mm) (%) Oversize Specific Gravity ASTM D 1557 -07 Excluded Oversize (%) Supplier: Miles Sand and Gravel Source: Roy Pit Material: 2" minus gravel borrow Client
Sample ID: Sampling Method: Stockpile/Trans -ASTM D 75 -5.3.3 General Location: Pit Location: Stockpile Lift: 66 135.4 8.4C Moist 2.750 2.65 11 Method: ASTM C 136 -06, ASTM C 117 -04
Drying by: Date Tested: 8/5/2011 Aggregate/Soil Test Report Professional Service Industries, Inc. 1002?????5 South Tacoma Way, #H1 Tacoma, WA 98499 Phone: (253) 589-1804 Fax: (253)
589-2136Report No: MAT:0742557-2-S3 Issue No: 1 Project: AMERICAS CREDIT UNION YELM, WA Client: MERIT COMPANY NW 3020 SOUTH 96TH STREET LAKEWOOD, WA 98499 These test results apply only
to the specific locations and materials noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by
Professional Service Industries, Inc. Approved Signatory: Henry Herrick (Engineering Tech II) Date of Issue: 8/10/2011 CC: DOUG PALMER GARY CARLSON KATHY DEGMAN MARY TEXIDOR RICK ADAMS
Form No: 18909.V1.00, Report No: MAT:0742557-2-S3 (c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1 Rammer Type: mechanical; Prep Method: moist; Sp.Gr. estimated Comments