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Freeport NIP(5.1)-LR 971120 (2) GEOTECHNiCAL AND G I~l D I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport North, Tract 5 Royal Lane and Gateview Boulevard Coppell, Texas REPORTED TO: M.E.P.C. American Properties, Inc. REPORT NO. 82 15303 Dallas Parkway, Suite 100, LB 10 REPORT DATE: 11-20-97 Dallas, Texas 75248 REG PROJECT NO. 2959.1 ATTN: Mr. Robert Ahmuty TECHNICIAN: K. Neal PAGE: 1 of 1 CONTRACTOR: McFadden & Miller, Inc. 1 D-698 Dark gray and brown clay 20.3 99.3 2 D-698 Dark gray clay (lime treated) 23.8 89.2 3 D-698 Yellowish-brown clay w/calcareous nodules 19.0 103.0 4 D-698 Reddish-brown clayey sand 12.0 112.0 266 10-15-97 1.5'S,50'W(1 ) 2.4 107.8 13.2 4 96.3 267 1.5'S,100'W(1) 1.8 109.8 12.1 4 97.9 268 1.5'S,75'W(1 ) 1.0 109.8 12.1 4 97.9 269 1.5'S,75'W(1 ) 0.0 111.8 15.0 4 99.8 270 1.5'S,150'W(1) 0.0 110.5 12.2 4 98.7 271 10-21-97 50'S,200'E(2) 0.0 101.0 24.8 3 98.0 272 100'S,300'E(2) 0.0 101.5 23.2 3 98.5 273 50'S ,300'W(3) 0.0 96.8 25.8 1 97.4 274 85'S,200'W(3) 0.0 96.8 24.5 1 97.4 275 50'S,150'W(2) 0.0 97.0 24.2 1 97.6 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. bldg. corner. (2) Measurements referenced from S.W. Bldg. Corner. (3) Measurements referenced from S.E. Bldg. Corner. Distribution: (1) M.E.P.C. American Properties, Submitted by: Inc./Mr. Robert Ahmuty (1) McFadden & Miller, Inc./ REED ENGINEERING GROUP, INC. Mr. Jon Jacobson (1) Meinhardt & Quintana/ Original Signed By Mr. David Meinhardt (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. (1) City of Coppell/Mr. Lee Stone BES/sa 2424 STUTZ DR.. SUITE400 · DALLAS. TX75235 · TEL[214] 350 5600 · FAX [214] 350 001c)