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Westhaven 1-LR130822 (3)
Ellerbee-Walczak, Inc. GEOTECHNICAL ENGINEERING& CONSTRUCTION MATERIALS TESTING SERVICES Laboratory Compaction Characteristics of Soil 113 112 111 MMMMEIMEEMMMMMM MMMWFA Li 1MIVMEIMMiMM 10 , 109 4 1 107 3 106 MMFAMMENSIMEiMMMM o 105 104 103 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Percent Moisture Soil: Cement treated dark brown clayey sand Optimum Moisture%: 11.1 Maximum Dry Density P.C.F.: 111.1 Penetrometer Reading: 4.5 4.5 4.5 3.75 1.75 Classification Method: Report#: P-2878 Project: Westhaven Company: Gilco Contracting Date: 8/22/2013 Technician: Bret W Dickerson Jr Location: Bridge St. Sta.# 2+00 Proctor Test Method: ASTM D-698A Rammer: Mechanical Atterberg Limits: Non-Plastic Comment: Distribution: City of Coppell -Larry Davis Gilco Contracting -Leia Hubbard ,.. #,� Stan Walczak, President eill Lawrence,Jr. P.E. Texas Firm No. F-4610 4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117 Office 817-759-9999 • Fax 817-759-1888 Page 1 of 1