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Coppell Trade 3-LR140306
REEL7 I EME-51r'IEEF41 IMES GEOTECHNICAL AND G Fz1 O L-1 F= ENVIRONMENTAL CONSULTANTS REPORT OF OPTIMUM MOISTURE /MAXIMUM DENSITY CURVE Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas REPORTED TO: Holt Lunsford Commercial REPORT NO. 37 5055 Keller Springs Road, Suite 300 REPORT DATE: 03 -06 -14 Coppell, Texas REG PROJECT NO. 19397 ATTN: Mr. Ken Neman SAMPLE DATE: 02 -20 -14 CONTRACTOR: Mycon General Contractors Curve Optimum Maximum No. Soil Classification PI Proctor Type Moisture, % Density, pcf Reddish brown sandy 10 clay 17 ASTM D -698 9.3 127.8 E -Mail Distribution: (1) Holt Lunsford Commercial/ Mr. Ken Newman (1) Mycon General Contractors/ Mr. Ryan Stoll (1) Mycon General Contractors/ Mr. Al Arjona (1) Mycon General Contractors/ Ms. Carla Wolfe (1) AGE Associates /Mr. Cody Bain (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell /Mr. Larry Davis ,�_ 4.5 94.0 -- a� 3.5 -- - - - - E 3.0 - ° 2.5 - - - - 2.0 - - - - - CL 1.5 - - -- - - -- - - - 1.0 - 0 0.5 - a 0.0 — - 7.5 9.5 11.5 13.5 Moisture Content ( %) Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 Original Signed By Bill Woolwine Sr. Manag / BW /cdl /, 2424 STUTZ DR. - SUITE 400 - DALLAS, TX 75235 - TEL [214] 350 5600 - FAx [214] 350 0019