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Coppell Comm 1R3-LR040607
GEOTECHNICAL AND G F:~ I'-1 ENVIRONMENTAL CONSULTANTS REPORT OF LABORATORY COMPACTION TEST Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Brett Ratliff CONTRACTOR: McFadden & Miller Curve NO. 3 Soil Classification Proctor Type Dark gray & reddish brown clay ASTM D-698 REPORT NO. 6 REPORT DATE: 05-06-04 REG PROJECT NO. 11150 SAMPLE DATE: 04-22-04 Optimum Maximum Moisture~ % Density, pcf 19.4 102.3 02.0 101.0 00.0 99.0 98.0 97.0 · ~ 96.0 95.0 94.0 i 93.0 ~ ~ ' 13.5 15.5 17.5 19.5 21.5 23.5 Moisture Content (%) .~.4.5 H 4.0 3.5 ~3.0 ~2.5 ~2.0 1.5 1.0 13.5 15.5 17.5 19.5 21.5 23.5 Moisture Content (%) Mail Distribution: (1) Pritchard Associates/ Mr. Brett Ratliff (1) McFadden & Milled Mr. Jon Jacobson (1) Azimuth Architecture/ Mr. John Taylor Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, C.M.T. KENcdl 2424 STUTZ DR. ., SUITE400 ,, DALLAS, TX75235 · TEL[214]3505600 '" FAX [2141350 00J9