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Freeport NIP(7.5)-LR010712 GEOTFCHNICAL AND I~ I=~ r-'l i i F:~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 60 5495 Belt Line Road, Suite 360 REPORT DATE: 07-12-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM I Optimum I 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 (%) 470 06-21-01 Paving SG: 37'N, 485'W(1) 0.0 97.1 21.8 3 95.2 471 Paving SG: 109'N, 453'W(1) 0.0 98.1 20.7 3 96.2 472 Paving SG: 111'N, 525'W(1) 0.0 97.7 21.2 3 95.8 473 Paving SG: 28'N, 526'W(1) 0.0 98.8 20.3 3 96.9 474 Paving SG: 25'N, 625'W(1) 0.0 95.2 19.7 4 96.2 475 Paving SG: 102'N, 629'W(1) 0.0 95.6 19.2 4 96.6 476 06-22-01 Sanitary Line: 10'S, 10'W(2) 6.0 101.5 18.8 1 95.8 477 Sanitary Line: 8'S, 10'W(2) 5.3 102.0 18.3 1 96.2 478 Sanitary Line: 6'S, 10'W(2) 4.6 101.2 19.1 1 95.5 479 Sanitary Line: 4'S, 10'W(2) 3.9 98.5 20.5 3 96.6 480 Sanitary Line: 2'S, 10'W(2) 3.2 97.9 21.1 3 96.0 481 Sanitary Line: 2'N, 10'W(2) 2.5 102.9 17.4 1 97.1 482 Sanitary Line: 4'N, 10'W(2) 1.8 93.9 23.5 2 96.8 483 Sanitary Line: 6'N, 10'W(2) 0.9 94.3 23.0 2 97.2 484 Sanitary Line: 8'N, 10'W(2) 0.0 95.0 22.2 2 97.9 485 Sanitary Line: 140'S, 10'W(2) 3.0 101.9 18.4 1 96.1 486 Sanitary Line: 138'S, 10'W(2) 2.3 98.6 20.4 3 96.7 487 Sanitary Line: 136'S, 10'W(2) 1.6 92.8 24.3 2 95.7 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [2i4] 350 0019 REPORT NO. 60 REPORT DATE: 07-12-01 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 (%) 488 06-22-01 Sanitary Line: 134'S, 10'W(2) 0.8 94.3 22.8 2 97.2 489 Sanitary Line: 132'S, 10'W(2) 0.0 93.8 23.4 2 96.7 490 Paving: SG: 35'N, 453'E(3) 0.0 94.8 19.3 4 95.8 491 Paving: SG: 140'N, 455'E(3) 0.0 95.1 19.0 4 96.1 492 Paving: SG: 27'N, 355'E(3) 0.0 95.6 19.5 4 96.6 493 Paving: SG: 124'N, 359'E(3) 0.0 95.3 18.8 4 96.3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from grid E.O-4.0. (3) Measurements referenced from N.W. 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 KA/cg F:~E:E:O J '.='n~iln'.=--,='F:~lnG GEOTECHNICAL AND ~ F:;J I'-1 ENVIRONI'IENTAL CONSULTANTS REPORT OF PIER OBSERVATION Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 65 5495 Belt Line Road, Suite 360 REPORT DATE' 07-'12-01 Dallas, Texas 75240 REG PROJECT NO, 7888 ATTN: Mr. Jeff Langston TECHNICIAN: J. Johnson PAGE: 1 of'l CONTRACTOR: Butler Construction Pier DiameterlBell Diameter Depth Before Final Depth Concrete Date Pier No. (inches) I (inches) Bell (feet) of Pier (feet) Length (feet) 06-25-01 L-23 24 66 11.9 11.9 11.4 L-20.9 24 66 11.6 11.8 11.3 L-20.7 24 66 10.1 10.1 9.7 L-20.5 24 66 10.7 11.7 11.2 L-20.3 24 66 11.0 11.8 11.3 L-19.9 24 66 10.4 10.7 10.1 L-19.7 24 66 10.0 10.8 10.5 L-19.5 24 66 10.3 11.5 11.1 L-19.3 24 66 10,0 10.4 10.0 L-18.9 24 66 10.4 10.4 9.9 L-18.7 24 66 10.5 10.5 10.1 L-18.5 24 66 10.0 10.2 10.0 06-26-01 L-1 24 66 11.2 11.2 11.0 06-27-01 A-11.9 24 66 13.0 13.7 13.2 Screen Wall Pier Diameter Bell DiameterI Depth Before Final Depth Concrete Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length (feet) 06-27-01 1 24 60 12.0 12.5 9.5 2 24 60 12.0 12.6 9.6 3 24 60 12.0 12.1 9.1 4 24 60 11.6 12.0 9.0 5 24 60 12.4 13.6 10.6 6 24 60 12.6 13.7 107 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 James F. Phipps, P.E. (1) HBC Engineering/Mr. Bob Baker KA/cg 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 ° TEL [214] 350 5600 ° FAX [214] 350 0019 I=:l I~:E: ~Zl I E~ n I:D I n ~"~=' ~;lll-'ll~i GEOTECHNICAL AND G R O I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 67 5495 Belt Line Road, Suite 360 REPORT DATE: 07-12-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM I Optimum Maximum No. StandardI 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 (%) 494 06-25-01 Electric & Telephone: 25'N, 120'E(1) 2.0 97.9 21.1 3 96.0 495 Electric & Telephone: 25'N, 122'E(1) 1.3 98.2 20.7 3 96.3 496 Electric & Telephone: 25'N, 124'E(1) 0.8 95.7 19.3 4 96.7 497 Electric & Telephone: 25'N, 25'W(1) 2.0 97.1 21.8 3 95.2 498 Electric & Telephone: 25'N, 23'W(1) 1.3 98.2 20.7 3 96.3 499 Electric & Telephone: 25'N, 21'W(1) 0.8 95.3 18.7 4 96.3 500 Electric & Telephone: 25'N, 182'W(1) 2.0 94.1 20.1 4 95.0 501 Electric & Telephone: 25'N, 180'W(1) 1.4 94.4 19.6 4 95.4 502 Electric & Telephone: 25'N, 177'W(1) 0.8 99.1 20.0 3 97.2 503 Electric & Telephone: 25'N, 327'W(1) 3.0 99.7 20.3 3 97.7 504 Electric & Telephone: 25'N, 325'W(1) 2.3 100.0 20.0 3 98.0 505 Electric & Telephone: 25'N, 323'W(1) 1.6 97.7 21.3 3 95.8 506 Electric & Telephone: 25'N, 321 'W(1) 0.8 96.0 18.2 4 97.0 507 Electric & Telephone: 25'N, 461 'W(1) 3.0 99.5 20.5 3 97.5 508 Electric & Telephone: 25'N, 459'W(1) 2.3 98.2 20.7 3 96.3 509 Electric & Telephone: 25'N, 457'W(1) 1.6 97.1 21.8 3 95.2 510 Electric & Telephone: 25'N, 455'W(1) 0.8 95.1 18.7 4 96.1 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 67 REPORT DATE: 07-12-01 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 (%) 511 06-26-01 Paving SG: 29'N, 252'E(2) 0.0 97.5 21.4 3 95.6 512 Paving SG: 140'N, 250'E(2) 0.0 98.5 20.5 3 96.6 513 Paving SG: 15'N, 150'E(2) 0.0 98.9 20.0 3 97.0 514 Paving SG: 139'N, 145'E(2) 0.0 99.1 20.8 3 97.2 515 Paving SG: 80'N, 115'E(2) 0.0 97.7 21.3 3 95.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from N.W. 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 KA/cg GEOTEChNICAL AND I~; F::;J r-"l U P ENVIRONMENTAL CONSULTANTS REPORT OF PIER OBSERVATION Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 66 5495 Belt Line Road, Suite 360 REPORT DATE: 07-'12-0'1 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: J. Johnson PAGE: 1 of '1 CONTRACTOR: Butler Construction Depth Total Depth of Concrete Shaft Size Required Pier Length Date Pier No. (inches) (feet) (feet) (feet) 06-26-01 A-20.1 24 25.0 26.0 25.5 A-19.7 24 25.0 25.0 24.5 A-19.5 24 25.0 25.0 24.5 06-27-01 A-19.6 24 25.0 25.0 24.6 A-19.8 24 25.0 25.0 24.6 Note: All piers required use of temporary casing. 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 James F. Phipps, P.E. (1) HBC Engineering/Mr. Bob Baker JFP/cg 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019