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Freeport NIP(7.6)-LR010427 . ~"-r-~ I E ni~ li--iE E F:lli--il~ GEOTECHNICAL AND ~ F~J I'-I LJ P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 10 5495 Belt Line Road, Suite 360 REPORT DATE: 04-27-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: McMahon Contracting Proctor ASTM I Optimum Maximum No. Standard DescriptionIM°isture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 222 04-10-01 Bldg Pad 10: 90'N, 25'W(1) 1.0 97.0 22.1 2 95.1 223 Bldg Pad 10: 90'N, 75'W(1) 1.0 97.3 22.0 2 95.4 224 Bldg Pad 10: 90'N, 125'W(1) 1.0 98.1 21.1 2 96.2 225 Bldg Pad 10: 90'N, 175'W(1) 1.5 99.0 20.7 2 97.1 226 Bldg Pad 10: 90'N, 225'W(1) 1.5 97.9 21.8 2 96.0 227 Bldg Pad 10: 90'N, 300'W(1) 2.0 97.7 21.9 2 95.8 228 Bldg Pad 10: 90'N, 375'W(1) 3.0 99.2 19.9 2 97.3 229 Bldg Pad 10: 90'N, 400'W(1) 3.0 99.4 20.4 1 96.6 230 Bldg Pad 10: 365'N, 160'W(1) 4.0 97.0 22.1 2 95.1 231 Bldg Pad 10: 320'N, 160'W(1) 3.0 96.6 23.1 2 94.8 232 Bldg Pad 10: 270'N, 160'W(1) 1.5 98.5 22.4 1 95.7 233 Bldg Pad 10: 220'N, 160'W(1) 1.0 98.8 21.4 2 96.9 234 Bldg Pad 10: 175'N, 160'W(1) 1.0 98.9 20.6 2 97.0 235 Bldg Pad 10: 125'N, 160'W(1) 1.0 97.9 20.3 2 96.0 236 Bldg Pad 10: 80'N, 160'W(1) 1.0 98.1 20.8 2 96.2 237 Bldg Pad 10: 20'N, 160'W(1) 1.0 97.7 21.9 2 95.8 238 Bldg Pad 9: 20'N, 100'E(2) 3.0 96.5 21.0 1 93.7 239 Bldg Pad 9: 20'N, 200'E(2) 3.0 95.6 21.0 1 92.9 240 Bldg Pad 9: 20'N, 300'E(2) 3.0 97.2 20.6 1 94.4 241 Bldg Pad 9: 20'N, 400'E(2) 3.0 96.9 20.4 1 94.1 242 Bldg Pad 9: 20'N, 500'E(2) 3.0 96.5 21.6 1 93.7 243 Bldg Pad 9: 65'N, 550'E(2) 2.0 95.6 21.1 1 92.9 244 Bldg Pad 9: 65'N, 430'E(2) 2.0 96.4 21.2 1 93.6 245 Bldg Pad 9: 65'N, 300'E(2) 2.0 95.5 21.0 1 92.8 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 ° TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 10 REPORT DATE: 04-27-01 REG PROJECT NO. 7623 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 246 04-10-01 Bldg Pad 9: 65'N, 90'E(2) 2.0 96.4 20.8 1 93.6 247 Bldg Pad 9: 120'N, 240'E(2) 2.0 98.2 19.7 1 95.4 248 Bldg Pad 9: 120'N, 330'E(2) 1.0 974 20.1 1 94.6 249 Bldg Pad 9: 130'N, 430'E(2) 1.0 96.9 20.8 1 94.1 250 Bldg Pad 9: 130'N, 520'E(2) 1.0 98.3 20.0 1 95.5 251 Bldg Pad 9: 140'N, 30'E(2) 1.0 96.8 20.4 1 94.0 252 Bldg Pad 9: 160'N, 130'E(2) 1.0 96.6 21.0 1 93.8 253 Bldg Pad 9: 160'N, 200'E(2) 1.0 97.7 20.9 1 94.9 254 Bldg Pad 9: 160'N, 290'E(2) 1.0 98.8 19.7 1 96.0 255 Bldg Pad 9: 165'N, 390'E(2) 1.0 97.8 18.8 1 95.0 256 Bldg Pad 9: 165'N, 470'E(2) 1.0 97.8 19.4 1 95.0 257 Bldg Pad 9: 165'N, 560'E(2) 1.0 96.9 19.9 1 94.1 258 Bldg Pad 9: 230'N, 750'E(2) 1.0 95.1 21.5 1 92.4 259 Bldg Pad 9: 300'N, 760'E(2) 1.0 95.3 21.4 1 92.6 260 Bldg Pad 9: 240'N, 870'E(2) 1.0 96.2 20.9 I 93.4 261 Bldg Pad 9: 310'N, 860'E(2) 1.0 95.7 21.1 1 93.0 262 Bldg Pad 9: 240'N, 960'E(2) 1.0 97.2 21.1 1 94.4 263 Bldg Pad 9: 290'N, 960'E(2) 1.0 97.9 21.4 1 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from S.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. BW/cg