MAT_0742557-2-S2.rev_1Sampled By: Client Specification: Crushed Surfacing Base Course WSDOT 9-03.9(3) Sample Details Sample ID: 0742557-2-S2 Date Sampled: 08/02/11 5/8in 74 ½in 65 3/8in 59 ¾in 82 1¼in 100
1in 96 Sieve Size % Passing Particle Size Distribution Result Sand Equivalent AASHTO T 176 -08 Other Test Results Description Method 50 -80 =100 80 -100 Limits No.16 25 No.30 17 No.40
13 No.8 35 ¼in 50 No.4 45 3 -18 25 -45 No.100 7 No.200 5.0 £10 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: 1-1/4" CSBC Client
Sample ID: Sampling Method: Stockpile/Trans -ASTM D 75 -5.3.3 General Location: Pit Location: Stockpile Lift: 73 138.7 6.8C Moist 2.700 2.65 18 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:0742557-2-S2 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-S2 (c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1 Rammer Type: mechanical; Prep Method: moist; Sp.Gr. estimated Comments