MAT_0742557-8-S7.rev_1Sampled By: Cody Pinkley Specification: No Specification Sample Details Sample ID: 0742557-8-S7 Date Sampled: 08/25/11 5/8in 99 ½in 98 3/8in 98 ¾in 99 1¼in 100 1in 99 Sieve Size % Passing
Particle Size Distribution Result Maximum Dry Density (lbf/ft³) ASTM D 1557 -07 Other Test Results Description Method Limits No.16 74 No.30 44 No.40 28 No.8 93 ¼in 97 No.4 97 No.50 17No.100
7 No.200 3.0 Chart Limits Optimum Moisture Content (%) Method Preparation Method Apparent SG (Fines) Retained Sieve No 4 (4.75mm) (%) Retained Sieve 3/8'' (9.5mm) (%) Supplier: Miles
Sand and Gravel Source: Roy Pit Material: Brown Poorly Graded Sand Client Sample ID: Sampling Method: Stockpile/Trans -ASTM D 75 -5.3.3 General Location: Site Location: Stockpile Lift:
118.4 12.1B Moist 2.6500 Method: ASTM C 136 -06, ASTM C 117 -04 Drying by: Oven Date Tested: 8/30/2011 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-?????0742557-8-S7 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:0742557-8-S7 (c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1 Rammer
Type: manual; Prep. Method: moist; Sp.Gr. estimated Comments