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Westhaven 1-LR130823 (2)
Ellerbee-Walczak, Inc. GEOTECHNICAL ENGINEERING& CONSTRUCTION MATERIALS TESTING SERVICES Laboratory Compaction Characteristics of Soil 187 186 MESIEREREMTEEMOMMEMENI MORENEVAN 185 SANqESUESENNO "— 104 IllEmdEMEINSMILIEREE 183 ommorammannumwialmanns 102 EMEIMEMINIIREMEIRIKIENEN r 111 i A 94, NEFAMENEEMENENIIIIKIMMEME 98 4 WASESKIEMIIMIIIIMEMEALINE 97 96 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Percent Moisture Soil: Cement treated dark brown silty sand with rock Optimum Moisture°k: 11.6 Maximum Dry Density P.C.F.: 106.4 Penetrometer Reading: 4.5 4 3.5 3 0.25 Classification Method: Report#: P-2877 Project: Westhaven Company: Gilco Contracting Date: 8/23/2013 Technician: Bret W Dickerson Jr Location: Bridge St. Sta.# 8+50 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 ill Law nce,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