MAT_0742557-2-S1.rev_1Sampled By: Client Specification: Crushed Surfacing Top Course -WSDOT 9 -03.9 (3) Sample Details Sample ID: 0742557-2-S1 Date Sampled: 08/02/11 ¼in 63 No.4 52 No.8 39 3/8in 81 ¾in 100
½in 91 Sieve Size % Passing Particle Size Distribution Result Sand Equivalent AASHTO T 176 -08 Other Test Results Description Method 46 -66 =100 90 -100 Limits No.100 7 No.200 5.0 No.40
13 No.16 25 No.30 16 £10 8 -24 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) (%) Supplier: Miles Sand and Gravel Source: Roy Pit Material: 5/8" CSTC Client Sample ID: Sampling Method: Stockpile/Trans -ASTM D 75 -5.3.3 General Location: Pit Location: Stockpile
Lift: 69 133.9 9.0C Moist 2.750 Method: ASTM C 136 -06, ASTM C 117 -04 Drying by: Oven Date Tested: 8/5/2011 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:0?????742557-2-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:
8/10/2011 CC: DOUG PALMER GARY CARLSON KATHY DEGMAN MARY TEXIDOR RICK ADAMS Form No: 18909.V1.00, Report No: MAT:0742557-2-S1 (c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1 Rammer
Type: mechanical; Prep Method: moist; Sp.Gr. estimated Comments