MAT_0742557-8-S6.rev_1Particle Size Distribution ¼in 29No.4 7No.8 1 3/8in 79 ¾in 100 ½in 98 Sieve Size % Passing Method: ASTM C 136 -06, ASTM C 117 -04 Limits No.100 0 No.200 0.0No.40 0No.16 1No.30 0 Drying
by: Oven Date Tested: 8/29/2011 Sampled By: Cody Pinkley Specification: No Specification Sample Details Sample ID: 0742557-8-S6 Date Sampled: 08/25/11 Supplier: Miles Sand and Gravel
Source: Roy Pit Material: 3/8" Frac. Capillary Break Client Sample ID: Sampling Method: General Location: Client supplied sample Location: Result Other Test Results Description Method
Limits Aggregate/Soil Test Report Professional Service Industries, Inc. 10025 South Tacoma Way, #H1 Tacoma, WA 98499 Phone: (253) 589-1804 Fax: (253) 589-2136Report No: MAT:0742557-8-S6
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:
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