MAT_0742557-7-S1.rev_1Sampled By: Cody Pinkley Specification: No Specification Sample Details Sample ID: 0742557-7-S1 Date Sampled: 08/23/11 1¼in 96 1in 94 ¾in 91 1½in 98 3in 100 2in 98 Sieve Size % Passing
Particle Size Distribution Result Maximum Dry Density (lbf/ft³) ASTM D 1557 -07 Other Test Results Description Method Limits No.4 83 No.8 81 No.16 77 ¼in 85 ½in 88 3/8in 86 No.30 57
No.40 39 No.200 4.0 No.50 23No.100 7 Chart Limits 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: Source: Native Material Material: Light Brown Sand with Gravel Client Sample ID: Sampling Method: Stockpile/Trans -ASTM D 75 -5.3.3 General
Location: Site Location: Excavated material stockpile Lift: 116.7 9.7C Moist 2.400 2.659 Method: ASTM C 136 -06, ASTM C 117 -04 Drying by: Oven Date Tested: 8/29/2011 Aggregate/Soil
Test Report Professional Service Industries, Inc. 10025 South Tacoma Way, #H1 Tacoma, WA 98499 Phone: ?????Phone: (253) 589-1804 Fax: (253) 589-2136Report No: MAT:0742557-7-S1 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: 9/1/2011 CC: DOUG PALMER GARY CARLSON KATHY DEGMAN MARY TEXIDOR RICK ADAMS Form No: 18909.V1.00, Report No: MAT:0742557-7-S1
(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1 Rammer Type: mechanical; Prep Method: moist; Sp.Gr. estimated Comments