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Freeport NIP(7.5)-LR010808
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 FR CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 126 REG PROJECT NO. 7888 SAMPLE DATE: 08 08 01 TECHNICIAN: K. Blaylock Set Number I Location 1 Quantity Represented 1 2 3 4 5 6 7 Paving: 130'W, 80'S of S.E. building corner Paving: 40'S, 220'W of S.E. building corner Paving: 20'S, 240'W of S.W. building corner Paving: 90'S, 285'W of S.E. building corner Paving: 50'S, 345'W of S.E. building corner Paving: 35'S, 375'W of S.E. building corner Paving: 20'S, 450'W of S.W. building corner 20/670 120/670 220/670 320/670 420/670 520/670 620/670 Source of Concrete 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 1750 1750 1750 1750 2 1751 1751 1751 1751 3 1752 1752 1752 1752 4 1753 1753 1753 1753 08 -15 -01 09 -05 -01 09 -05 -01 Hold 08 -15 -01 09 -05 -01 09 -05 -01 Hold 08 -15 -01 09 -05 -01 09 -05 -01 Hold 08 -15 -01 09 -05 -01 09 -05 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 97970 120700 122250 101920 128560 131070 108260 142890 147990 110700 138290 140180 3470 4270 4330 3610 4550 4640 3830 5060 5240 3920 4890 4960 4300 4600 5150 4930 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 EI lG1I IEERII 1G GRnu1= Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 1754 08 -15 -01 7 98480 3490 1754 09 -05 -01 28 117180 4150 1754 09 -05 -01 28 120780 4270 1754 Hold H 6 1755 08 -15 -01 7 103250 3650 1755 09 -05 -01 28 125130 4430 1755 09 -05 -01 28 127280 4500 1755 Hold H 7 1756 1756 1756 1756 08 -15 -01 09 -05 -01 09 -05 -01 Hold 7 96400 3410 28 118710 4200 28 122920 4350 H 4210 4470 4280 Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 1750 5.00 7:08AM 83 94 5.4 105467 2 1751 5.50 7:58AM 87 95 5.2 105477 3 1752 5.00 8:58AM 90 95 5.1 105487 4 1753 4.50 10:01 AM 92 94 4.9 105497 5 1754 5.00 10:40AM 100 94 4.8 105507 6 1755 5.50 11:48AM 102 95 5.1 105517 7 1756 5.50 1:20PM 106 95 5.2 105527 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 Location of Sample Design Information Test Results FR E E 1=1 CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 126 REG PROJECT NO. 7888 SAMPLE DATE: 08 -08 -01 TECHNICIAN: K. Blaylock Set Number 1 Location 1 Quantity Represented 1 2 3 4 5 6 7 Paving: 130'W, 80'S of S.E. building corner Paving: 40'S, 220'W of S.E. building corner Paving: 20'S, 240'W of S.W. building corner Paving: 90'S, 285'W of S.E. building corner Paving: 50'S, 345'W of S.E. building corner Paving: 35'S, 375'W of S.E. building corner Paving: 20'S, 450'W of S.W. building corner 20/670 120/670 220/670 320/670 420/670 520/670 620/670 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 1750 1750 1750 1750 2 1751 1751 1751 1751 3 1752 1752 1752 1752 4 1753 1753 1753 1753 08 -15 -01 09 -05 -01 09 -05 -01 Hold 08 -15 -01 09 -05 -01 09 -05 -01 Hold 08 -15 -01 09 -05 -01 09 -05 -01 Hold 08 -15 -01 09 -05 -01 09 -05 -01 Hold 7 97970 28 28 H 7 101920 28 28 H 7 108260 28 28 H 7 110700 28 28 H 3470 3610 3830 3920 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 E IEE 1G I=1 1=1 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 1754 08 -15 -01 7 98480 3490 1754 09 -05 -01 28 1754 09 -05 -01 28 1754 Hold H 6 1755 08 -15 -01 7 103250 3650 1755 09 -05 -01 28 1755 09 -05 -01 28 1755 Hold H 7 1756 1756 1756 1756 08 -15 -01 09 -05 -01 09 -05 -01 Hold 7 96400 3410 28 28 H Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 1750 5.00 7:08AM 83 94 5.4 105467 2 1751 5.50 7:58AM 87 95 5.2 105477 3 1752 5.00 8:58AM 90 95 5.1 105487 4 1753 4.50 10:01 AM 92 94 4.9 105497 5 1754 5.00 10:40AM 100 94 4.8 105507 6 1755 5.50 11:48AM 102 95 5.1 105517 7 1756 5.50 1:20PM 106 95 5.2 105527 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