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Freeport NIP(7.5)-LR010824REPORTED 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 REEa EI 1131 I EER1fl rs GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 139 REG PROJECT NO. 7888 SAMPLE DATE: 08 24 01 TECHNICIAN: A. Chairez Set Number Location 1 Quantity Represented 1 2 3 4 5 6 7 Paving: 15'S, 650'E of S.W. building corner Paving: 90'S, 600'E of S.W. building corner Paving: 80'S, 500'E of S.W. building corner Paving: 75'S, 450'E of S.W. building corner Paving: 100'S, 375'E of S.W. building corner Paving: 40'S, 300'E of S.W. building corner Paving: 100'S, 290'E of S.W. building corner 20/650 120/650 240/650 340/650 430/650 530/650 630/650 Source of Concrete Mix Identification Specified Strength p.s.i. Potter 7752 4000 M R D LJ P Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 2387 2387 2387 2387 2 2388 2388 2388 2388 3 2389 2389 2389 2389 4 2390 2390 2390 2390 08 -31 -01 09 -21 -01 09 -21 -01 Hold 08 -31 -01 09 -21 -01 09 -21 -01 Hold 08 -31 -01 09 -21 -01 09 -21 -01 Hold 08 -31 -01 09 -21 -01 09 -21 -01 Hold 7 113950 28 28 H 7 28 28 H 96370 7 113980 28 28 H 7 109400 28 28 H 4030 3410 4030 3870 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 2391 08 -31 -01 7 114620 4060 2391 09 -21 -01 28 2391 09 -21 -01 28 2391 Hold H 6 2392 08 -31 -01 7 98150 3470 2392 09 -21 -01 28 2392 09 -21 -01 28 2392 Hold H 7 2393 2393 2393 2393 08 -31 -01 09 -21 -01 09 -21 -01 Hold 7 98700 3490 28 28 H Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 2387 5.50 7:30AM 81 91 4.0 614130 2 2388 6.00 8:30AM 88 91 5.0 614140 3 2389 6.50 9:30AM 89 92 4.5 614152 4 2390 5.00 10:30AM 85 93 4.0 614160 5 2391 5.00 11:15AM 89 93 3.5 614171 6 2392 5.00 12:OOPM 92 93 4.0 614181 7 2393 6.00 1:OOPM 94 94 4.0 614191 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 Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 2391 08 -31 -01 7 114620 4060 2391 09 -21 -01 28 137880 4880 2391 09 -21 -01 28 140410 4970 2391 Hold H 6 2392 08 -31 -01 7 98150 3470 2392 09 -21 -01 28 121000 4280 2392 09 -21 -01 28 123320 4360 2392 Hold H 7 2393 08 -31 -01 7 98700 3490 2393 09 -21 -01 28 121400 4300 2393 09 -21 -01 28 121540 4300 2393 Hold H 4930 4320 4300 Cylinder Data Set Cylinder Time of No. ID Slump Sample 1 2387 5.50 7:30AM 2 2388 6.00 8:30AM 3 2389 6.50 9:30AM 4 2390 5.00 10:30AM 5 2391 5.00 11:15AM 6 2392 5.00 12:OOPM 7 2393 6.00 1:00PM Air Temp. 81 88 89 85 89 92 94 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 Coppei /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Concrete Temp. 91 91 92 93 93 93 94 Air Entrainment 4.0 5.0 4.5 4.0 3.5 4.0 4.0 Ticket Number 614130 614140 614152 614160 614171 614181 614191 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 Location of Sample Design Information Test Results R E E 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 Er 1GIr�EE REPORT NO. 139 REG PROJECT NO. 7888 SAMPLE DATE: 08 -24 -01 TECHNICIAN: A. Chairez Set Number 1 Location Quantity Represented 1 2 3 4 5 6 7 Paving: 15'S, 650'E of S.W. building corner Paving: 90'S, 600'E of S.W. building corner Paving: 80'S, 500'E of S.W. building corner Paving: 75'S, 450'E of S.W. building corner Paving: 100'S, 375'E of S.W. building corner Paving: 40'S, 300'E of S.W. building corner Paving: 100'S, 290'E of S.W. building corner 20/650 120/650 240/650 340/650 430/650 530/650 630/650 Source of Concrete Mix Identification Specified Strength p.s.i. Potter 7752 4000 GROU Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 2387 2387 2387 2387 2 2388 2388 2388 2388 3 2389 2389 2389 2389 4 2390 2390 2390 2390 08 -31 -01 09 -21 -01 09 -21 -01 Hold 08 -31 -01 09 -21 -01 09 -21 -01 Hold 08 -31 -01 09 -21 -01 09 -21 -01 Hold 08 -31 -01 09 -21 -01 09 -21 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 113950 126360 129060 96370 126750 129180 113980 133620 135610 109400 127080 130570 4030 4470 4570 3410 4490 4570 4030 4730 4800 3870 4500 4620 4520 4530 4770 4560