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Freeport NIP(7.5)-LR010629REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information Test Results CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 R EEn Er l ilt i EEE ER1 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 103 REG PROJECT NO. 7888 SAMPLE DATE: 06 -29 -01 TECHNICIAN: R. Yeoman Set Number Location Quantity Represented 1 2 3 4 5 6 Paving: Paving: Paving: Paving: Paving: Paving: 100'N, 230'W of N.E. building corner 140'N, 250'W of N.E. building corner 160'N, 250'W of N.E. building corner 110'N, 280'W of N.E. building corner 160'N, 330'W of N.E. building corner 150'N, 380'W of N.E. building corner 60/620 170/620 270/620 360/620 450/620 570/620 Source of Concrete I Mix Identification Specified Strength p.s.i. Potter 7752 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 0074 0074 0074 0074 2 0075 0075 0075 0075 3 0076 0076 0076 0076 4 0077 0077 0077 0077 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 105690 107280 103530 101260 3740 3800 3660 3580 GRI=LII= Set No. Cylinder ID Date Tested Age Test Total Load I bs. Compressive Strength p.s.i. Average Strength p.s.i. 5 0078 07 -06 -01 7 107120 3790 0078 07 -27 -01 28 0078 07 -27 -01 28 0078 Hold H 6 0079 0079 0079 0079 07 -06 -01 07 -27 -01 07 -27 -01 Hold 7 107500 3800 28 28 H Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 0074 5.00 7:40AM 79 88 4.6 104629 2 0075 5.00 8:40AM 88 89 4.7 104640 3 0076 5.00 9:30AM 92 90 4.8 104650 4 0077 4.50 10:OOAM 89 89 4.8 104659 5 0078 5.00 11:15AM 92 89 4.6 104669 6 0079 4.75 12:40PM 94 89 4.9 104681 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction FEEL] REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Er1GIr 1G REPORT NO. 46 REPORT DATE: 06 -29 -01 REG PROJECT NO. 7888 TECHNICIAN: L. Johnson PAGE: 1 of 1 Proctor No. ASTM Standard Description Optimum Moisture, Maximum Density, PCF 1 2 3 3a 4 5 6 7 D -698 D -698 D -698 D -698 D -698 D -698 D -698 D -698 Dark brown clay Dark brown and yellow clay Yellow brown sandy clay Light brown clay Brown clay w /traces red sand Dark gray sandy clay Light brown clayey sand Yellow brown clayey sand 16.5 18.5 12.5 18.0 15.0 18.5 11.5 12.5 103.0 102.0 113.0 102.0 104.0 99.5 112.5 113.0 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 426 06 -14 -01 Paving: 30'N, 45'W(1) 427 Paving: 32'N, 46'W(1) 428 Paving: 34'N, 47'W(1) 429 Paving: 36'N, 48'W(1) 430 Paving: 130'N, 85'W(1) 431 Paving: 132'N, 87'W(1) 432 Paving:27'N, 178'W(1) 433 Water Line: 150'N, 45W(2) 434 Water Line: 147'N, 45'W(2) 435 Water Line: 144'N, 45'W(2) 436 Water Line: 143'N, 45'W(2) 437 Water Line: 140'N, 45'W(2) 438 Water Line: 137'N, 45'W(2) 439 Water Line: 134'N, 45'W(2) 2.0 1.3 0.8 0.0 1.0 0.0 2.0 4.0 3.3 2.6 1.9 1.2 0.6 0.0 102.7 102.9 103.1 99.1 99.8 102.6 97.8 101.9 102.3 100.9 97.6 97.7 98.6 98.8 17.7 17.4 17.1 19.9 19.7 17.7 21.1 18.5 18.0 19.2 21.3 21.0 20.3 20.1 1 1 1 3a 3a 1 3a 1 1 1 3a 3a 3a 3a 96.9 97.1 97.3 97.2 97.8 96.8 95.9 96.1 96.5 95.2 95.7 95.8 96.7 96.9 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 (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW /cg 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 G FR O LJ F3 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information Test Results 1=1 E a CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 EI IG11 REPORT NO. 103 REG PROJECT NO. 7888 SAMPLE DATE: 06 29 01 TECHNICIAN: R. Yeoman Set Number 1 Location 1 Quantity Represented 1 2 3 4 5 6 Paving: 100'N, 230'W of N.E. building corner Paving: 140'N, 250'W of N.E. building corner Paving: 160'N, 250'W of N.E. building corner Paving: 110'N, 280'W of N.E. building corner Paving: 160'N, 330'W of N.E. building corner Paving: 150'N, 380'W of N.E. building corner 60/620 170/620 270/620 360/620 450/620 570/620 Source of Concrete 1 Mix Identification Specified Strength p.s.i. Potter 7752 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 0074 0074 0074 0074 2 0075 0075 0075 0075 3 0076 0076 0076 0076 4 0077 0077 0077 0077 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 105690 122890 123750 107280 127750 128320 103530 128290 133830 101260 123420 128260 3740 4350 4380 3800 4520 4540 3660 4540 4740 3580 4370 4540 4370 4530 4640 4460 G 1=1 CI LI 1 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 0078 0078 0078 0078 6 0079 0079 0079 0079 07 -06 -01 07 -27 -01 07 -27 -01 Hold 07 -06 -01 07 -27 -01 07 -27 -01 Hold 7 28 28 H 7 28 28 H 107120 122750 131700 107500 122770 128350 3790 4340 4660 3800 4350 4540 4500 4450 Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 2 3 4 5 6 0074 0075 0076 0077 0078 0079 5.00 5.00 5.00 4.50 5.00 4.75 7:40AM 8:40AM 9:30AM 10:OOAM 11:15AM 12:40PM 79 88 92 89 92 94 88 89 90 89 89 89 4.6 4.7 4.8 4.8 4.6 4.9 104629 104640 104650 104659 104669 104681 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 0073 5.00 1:25PM 91 89 N/A 104694 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Set Number I Location 1 Quantity Represented 1 Piers: G.2 -2.1 and G.4 -2.1 10/10 Design Information Source of Concrete Mix Identification Specified Strength p.s.i. Potter 9337 3000 Test Results Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 0073 0073 0073 0073 07 -06 -01 07 -27 -01 07 -27 -01 Hold 7 28 28 H 106390 136260 140800 3760 4820 4980 4900 Cylinder Data CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 F=4EEID EEE r ES i i EERI ri i GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 102 REG PROJECT NO. 7888 SAMPLE DATE: 06 TECHNICIAN: J. Johnson Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je G ROLJI= Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 0073 5.00 1:25PM 91 89 N/A 104694 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information FRE EL7 CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS E1 1GII 1EERII 1G REPORT NO. 102 REG PROJECT NO. 7888 SAMPLE DATE: 06 -29 -01 TECHNICIAN: J. Johnson Set Number I Location Quantity Represented 1 Piers: G.2 -2.1 and G.4 -2.1 10/10 Source of Concrete I Mix Identification Specified Strength p.s.i. Potter 9337 3000 Test Results Set No. Cylinder ID Date Tested Age Test Total Load bs. Compressive Strength p.s.i. Average Strength p.s.i. 1 0073 0073 0073 0073 07 -06 -01 07 -27 -01 07 -27 -01 Hold 7 106390 3760 28 28 H Cylinder Data Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 G F:1 L_I