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Freeport NIP(2.5)-LR 980331 GEOTECHNICAL AND G ~ r'-I I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Northpoint Distribution Center Royal Lane at Northpoint Drive Coppell, Texas REPORTED TO: Myers & Crow Company, Ltd. REPORT NO. 22 3811 Turtle Creek Boulevard REPORT DATE: 03-31-98 Suite 730 REG PROJECT NO. 4115 Dallas, Texas 75219 TECHNICIAN: S. Hope A'I'TN: Mr. Richard Crow PAGE: 1 of 2 CONTRACTOR: McFadden & Miller 1 D-698 Dark gray clay 22.0 97.5 2 D-698 Yellowish to dark brown clay 26.5 92.0 3 D-698 Light brown & gray clayey sand 10.5 122.0 4 D-698 Light brown clayey sand, "select" fill 10.5 120.0 198 02-20-98 6"Water Lateral: 150'S,320'W(1) 3.0 93.5 24.6 1 95.9 199 6"Water Lateral: 155'S,320'W(1) 2.3 94.0 24.4 1 96.4 200 6"Water Lateral: 160'S,320'W(1) 1.5 93.6 24.7 1 96.0 201 6"Water Lateral: 165'51320'W(1) 0.8 93.1 24.5 1 95.5 202 6"Water Lateral: 170'S,320'W(1) 0.0 93.5 24.5 1 95.9 203 6"Water Lateral: 150'S,570'W(1) 3.0 94.5 24.6 1 96.9 204 6"Water Lateral: 155'S,570'W(1) 2.3 95.5 24.1 1 97.9 205 6"Water Lateral: 160'S,570'W(1) 1.5 94.0 25.0 1 96.4 206 6"Water Lateral: 165'S,570'W(1) 0.8 93.9 25.1 1 96.3 207 6"Water Lateral: 170'S,570'W(1) 0.0 94.2 24.2 1 96.6 208 02-25-98 Bldg Pad: 50'S,50'W(2) 1.0 94.5 25.4 1 96.9 209 Bldg Pad: 100'S,50'W(2) 1.0 93.5 24.3 1 95.9 210 Bldg Pad: 150'S,50'W(2) 1.0 93.0 26.1 1 95.4 211 Bldg Pad: 200'S,50'W(2) 1.0 93.2 26.5 1 95.6 212 Bldg Pad: 240'S,50'W(2) 1.0 93.8 26.4 1 96.2 213 Bldg Pad: 50'S,100'W(2) 1.0 93.0 26.2 1 95.4 214 Bldg Pad: 100'S,100'W(2) 1.0 93.5 26.5 1 96.4 215 Bldg Pad: 150'S,100'W(2) 1.0 94.0 26.6 1 96.4 216 Bldg Pad: 200'S,100'W(2) 1.0 94.9 25.6 1 97.3 217 Bldg Pad: 235'S,100'W(2) 1.0 93.7 26.1 1 96.1 218 Bldg Pad: 50'S,200'W(2) 1.0 92.9 25.7 1 95.3 219 Bldg Pad: 100'S,200'W(2) 1.0 94.0 26.6 1 96.4 220 Bldg Pad: 150'S,200'W(2) 1.0 93.4 25.5 1 95.8 221 BIdg Pad: 200'S,200'W(2) 1.0 93.8 26.1 1 96.2 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 22 REPORT DATE: 03-31-98 REG PROJECT NO. 4115 PAGE: 2 of 2 222 02-25-98 Bldg Pad: 235'S,200'W(2) 1.0 92.8 26.1 1 95.2 223 BIdg Pad: 50'S,300'W(2) 1.0 92.7 25.7 1 95.1 224 Bldg Pad: 100'S,300'W(2) 1.0 93.3 25.7 1 95.7 225 Bldg Pad: 150'S,300'W(2) 1.0 93.1 26.1 1 95.5 226 Bldg Pad: 200'S,300'W(2) 1.0 92.9 26.3 1 95.3 227 Bldg Pad: 240'S,300'W(2) 1.0 93.8 25.6 1 96.2 228 02-27-98 Bldg Pad: 50'S,400'W(2) 1.0 92.9 26.4 1 95.3 229 Bldg Pad: 100'S,400'W(2) 1.0 93.3 26.2 1 95.7 230 Bldg Pad: 150'S,400'W(2) 1.0 93.5 26.0 1 95.9 231 Bldg Pad: 200'S,400'W(2) 1.0 92.8 26.1 1 95.2 232 Bldg Pad: 240'S,400'W(2) 1.0 92.7 25.9 1 95.1 233 Bldg Pad: 25'S,500'W(2) 1.0 93.1 25.9 1 95.5 234 Bldg Pad: 100'S,500'W(2) 1.0 93.8 26.1 1 96.2 235 Bldg Pad: 150'S,500'W(2) 1.0 92.7 26.0 1 95.1 236 Bldg Pad: 185'S,500'W(2) 1.0 94.0 26.6 1 96.4 237 Bldg Pad: 230'S,500'W(2) 1.0 93.8 26.8 1 96.2 238 02-28-98 Bldg Pad: 150'S,785'W(2) 1.0 93.5 25.8 1 95.9 239 Bldg Pad: 155'S,785'W(2) 1.0 93.8 25.1 1 96.2 240 Bldg Pad: 160'S,785'W(2) 1.0 92.9 25.5 1 95.3 241 BIdg Pad: 165'S,785'W(2) 1.0 93.0 25.8 1 95.4 242 Bldg Pad: 170'S,785'W(2) 1.0 94.0 25.0 1 96.4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from N.E. building corner. Distribution: (4) Myers & Crow Company, Ltd./ Submitted by: Mr. Richard Crow (1) AECC, Inc./Mr. Andy Brundige REED ENGINEERING GROUP, INC. (1) Dockery Engineering/ Mr. Bill Wray Original Signed By (1) McFadden & Miller/ Mr. Jon Jacobson Ronald F. Reed, P.E. (1) Halff Associates/Mr. Pat Acker AE/cav (1) Pritchard Associates/ Mr. Jim Pritchard (1) O'Brien & Associates/ Mr. Mick Granlund (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone