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Freeport NIP(6)-LR 980512 (4)GEOTECHNICAL AND B F:~ r-'l I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport North, IV Southwest Corner of Royal Lane and Northpoint Drive Coppell, Texas REPORTED TO: ME.P.C. American Properties,Inc. 15301 Dallas Parkway Suite 700, LB-10 Dallas, Texas 75248 ATTN: Mr. Robert Ahmuty CONTRACTOR: McFadden & Miller, Inc. 1 D-698 Dark brown clay 19.5 100.0 2 D-698 Reddish brown sandy clay w/dark gray clay 20.5 98.5 REPORT NO. 17 REPORT DATE: 05-12-98 REG PROJECT NO. 4252 TECHNICIAN: K. Graham PAGE: 1 of 1 83 03-23-98 Bldg Pad: 55'S,30'E(1) 1.0 96.4 21.2 1 96.4 84 Bldg Pad: 125'S,30'E(1) 1.0 96.3 21.4 1 96.3 85 Bldg Pad: 125'S,100'E(1) 1.0 96.1 21.5 1 96.1 86 BIdg Pad: 55'S,100'E(1) 1.0 96.6 21.0 1 96.6 87 Bldg Pad: 55'S,170'E(1) 1.0 96.7 21.2 1 96.7 88 Bldg Pad: 125'S,170'E(1) 1.0 96.3 21.8 1 96.3 89 Bldg Pad: 125'S,240'E(1) 1.0 96.5 21.4 1 96.5 90 Bldg Pad: 125'S,240'E(1) 2.0 96.1 22.2 1 96.1 91 Bldg Pad: 55'S,240'E(1 ) 1.0 96.3 21.9 1 96.3 92 Bldg Pad: 55'S,240'E(1) 2.0 95.6 22.9 1 95.6 93 Bldg Pad: 55'S,310'E(1) 1.0 96.3 21.4 1 96.3 94 Bldg Pad: 55'S,310'E(1) 2.0 95.7 22.5 1 95.7 95 Bldg Pad: 125'S,310'E(1) 1.0 96.1 22.0 1 96.1 96 Bldg Pad: 125'S,310'E(1) 2.0 95.3 22.7 1 95.3 97 Paving SG: 50'S,50'E(2) 0.0 96.2 21.6 1 96.2 98 Paving SG: 100'S,100'E(2) 0.0 95.9 22.2 I 95.9 99 Paving SG: 150'S,75'E(2) 0.0 96.3 21.8 1 96.3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from S.E. building corner. Distribution: (1) M.E.P.C. American Properties/ Mr. Robert Ahmuty (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) McFadden & Miller/ Mr. Jon Jacobson (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. KA/cav 2424 STUTZ DR.. SUITE 400- DALLAS, TX 75235 · TEL[214] 350 5600 · F^X[214] 350 0019