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Freeport NIP(7.5)-LR010702 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 57 5495 Belt Line Road, Suite 360 REPORT DATE: 07-02-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor J ASTM J J Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown and yellow clay 18.5 102.0 2a D-698 Brown clay (lime-treated) 21.0 97.0 3 D-698 Yellow brown sandy clay 12.5 113.0 3a D-698 Light brown clay 18.0 102.0 4 D-698 Brown clay w/traces red sand 15.0 104.0 5 D-698 Dark gray sandy clay 18.5 99.5 6 D-698 Light brown clayey sand 11.5 112.5 7 D-698 Yellow brown clayey sand 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 440 06-18-01 Water Line: 15'S, 46'W(1) 4.0 102.4 19.0 1 96.6 441 Water Line: 13'S, 46'W(1) 3.3 102.5 18.8 1 96.7 442 Water Line: 11'S, 46'W(1) 2.6 102.2 19.1 1 96.4 443 Water Line: 9'S, 46'W(1 ) 1.9 97.9 22.1 3a 96.0 444 Water Line: 7'S, 46'W(1 ) 1.2 97.1 22.6 3a 95.2 445 Water Line: 5'S, 46'W(1) 0.8 97.7 22.2 3a 95.8 446 Water Line: 3'S, 46'W(1) 4.0 102.9 18.4 1 97.1 447 Water Line: 1'S, 46'W(1) 3.3 103.0 18.3 1 97.2 448 Water Line: 2'N, 46'W(1) 2.6 98.7 21.1 3a 96.8 449 Water Line: 4'N, 46'W(1) 1.9 97.9 22.0 3a 96.0 450 Water Line: 6'N, 46'W(1) 1.2 102.2 19.1 1 96.4 451 Water Line: 8'N, 46'W(1) 0.8 101.3 19.g 1 95.6 452 06-19-01 Water Line: 160'S, 46'W(1) 4.0 94.9 23.0 6 95.4 453 Water Line: 157'S, 46'W(1) 3.3 95.6 21.1 6 96.1 454 Water Line: 154'S, 46'W(1) 2.6 96.1 20.5 6 96.6 455 Water Line: 151'S, 46'W(1) 1.9 98.9 20.1 3a 97.0 456 Water Line: 148'S, 46'W(1) 0.8 98.8 20.0 3a 96.9 457 Water Line: 294'S, 82'W(1) 4.0 95.7 21.3 6 96.2 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 e TEL [214] 350 5600 · FAX [2l'~] 350 0019 REPOR'~ NO. 57 REPORT DATE: 07-02-01 REG PROJECT NO. 7888 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 458 06-19-01 Water Line: 295'S, 83'W(1) 3.3 95.8 21.2 6 96.3 459 Water Line: 296'S, 84'W(1) 2.6 96.4 20.6 6 96.9 460 Water Line: 297'S, 85'W(1) 1.9 99.0 19.9 3a 97.1 461 Water Line: 298'S, 86'W(1 ) 0.8 97.8 21.2 3a 95.8 462 06-20-01 Paving: 30'N, 180'W(2) 1.3 95.2 18.9 4 96.2 463 Paving: 31'N, 181'W(2) 0.7 94.8 19.2 4 95.8 464 Paving: 32'N, 182'W(2) 0.0 98.5 20.4 3a 96.6 465 Paving: 112'N, 185'W(2) 0.0 97.4 21.6 3a 95.5 466 Paving: 110'N, 287'W(2) 0.0 98.7 20.3 3a 96.8 467 Paving: 30'N, 286'W(2) 0.0 99.1 19.9 3a 97.2 468 Paving: 25'N, 350'W(2) 0.0 96.7 18.3 4 97.7 469 Paving: 107'N, 353'W(2) 0.0 98.3 20.6 3a 96.4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from N.E. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) BUtler Construction/Mr. David Husted (1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By (1) City of Coppel/Mr. Lee Stone (1) City of Coppel/Mr. Larry Davis Ronald F. Reed, P.E. (1) HBC Engineering/Mr. Bob Baker BW/mm