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Alford Media-LR 971105gEOTECHNICAL AND J~ J=JJ I'""1 I I ENVIRONHENTAL CONSULTANTS REPORTED TO: REPORT OF FIELD DENSITY TESTS Alford Media State Road Coppell, Texas Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 4 REG PROJECT NO. 3855 REPORT DATE: 11-05-97 TECHNICIAN: K. Neal CONTRACTOR: Bullard Construction 1 D-698 Reddish brown & yellowish brown 17.0 102.0 clayey sand 2 D-698 Light brown & brown silty sand 11.0 114.0 3 D-698 Light brown clay w/limestone 16.0 108.5 fragments 1 10-27-97 Bldg. Pad: 25'S, 10'W(1) 1.7 103.0 18.6 3 95.0 2 Bldg. Pad: 50'S, 25'E (2) 0.6 102.8 18.7 3 95.0 3 Bldg. Pad: 25'E, 20'S (2) 1.7 98.5 17.8 2 96.6 4 Paving: 80'N, 40'W (2) 3.6 107.9 13.7 1 95.0 5 Paving: 50'N, 40'E (2) 3.6 108.0 14.0 1 95.0 6 Paving: 50'N, 5'E (1) 4.0 103.0 18.5 3 95.0 7 Paving: 3'S, 25'E (1) 5.0 108.4 15.0 1 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced of N.E. bldg. corner (2) Measurements referenced of N.W. bldg. corner Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/sa 2424 5TUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019