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Freeport NIP(7.2)-LR000921 (2) GEOTECHNICAL AND ~ J=JJ r-'l U J=~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 81 5495 Beltline Road, Suite 360 REG PROJECT NO. 6591 Dallas, Texas 75240 SAMPLE DATE: 09-21-00 A-I-TN: Mr. Paul Brown TECHNICIAN: H. Johnson CONTRACTOR: Hill & Wilkinson, Inc. Location of Sample Set Number J Location J Quantity Represented 1 West side Truck Ct. 160'N, 85'W of S.W. building corner 30/720 2 West side Truck Ct. 175'N 30'W of S.W. building corner 90/720 3 West side Truck Ct. 200'N 60'W of S.W. building corner 160/720 4 West side Truck Ct. 220'N 20'W of S.W. building corner 230/720 5 West side Truck Ct. 245'N. 90'W of S.W. building corner 300/720 6 West side Truck Ct. 280'N 40'W of S.W. building corner 380/720 7 West side Truck Ct. 250'N. 15'W of S.W. building corner 450/720 8 West side Truck Ct. 315'N 65'W of S.W. building corner 530/720 9 West side Truck Ct. 290'N. 100'W of S.E. building corner 600/720 10 West side Truck Ct. 345'N 45'W of S.W. building corner 680/720 Design Information J Source of Concrete J Mix Identification J Specified Strength p.s.i. Lattimore 40 4000 Test Results Set CylinderI Age@ Tote, Load J CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 9859 09-29-00 7 114330 4050 9859 10-19-00 28 145640 5150 9859 10-19-00 28 145600 5150 5150 9859 Hold H 2 9860 09-29-00 7 101380 3590 9860 10-19-00 28 131320 4650 9860 10-19-00 28 126770 4490 4570 9860 Hold H 3 9861 09-29-00 7 106640 3770 9861 10-19-00 28 137990 4880 9861 10-19-00 28 142810 5050 4970 9861 Hold H 4 9862 09-29-00 7 107650 3810 9862 10-19-00 28 138810 4910 9862 10-19-00 28 136790 4840 4880 9862 Hold H 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · ,:AX [214] 350 0019 No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 5 9863 09-29-00 7 107820 3820 9863 10-19-00 28 139780 4950 9863 10-19-00 28 132790 4700 4830 9863 Hold H 6 9864 09-29-00 7 113920 4030 9864 10-19-00 28 138760 4910 9864 10-19-00 28 136280 4820 4870 9864 Hold H 7 9865 09-29-00 7 96160 3400 9865 10-19-00 28 117730 4170 9865 10-19-00 28 118150 4180 4180 9865 Hold H 8 9866 09-29-00 7 96080 3400 9866 10-19-00 28 114420 4050 9866 10-19-00 28 118190 4180 4120 9866 Hold H 9 9867 09-29-00 7 90240 3190 9867 10-19-00 28 114550 4050 9867 10-19-00 28 114590 4060 4060 9867 Hold H 10 9868 09-29-00 7 90880 3220 9868 10-19-00 28 115650 4090 9868 10-19-00 28 116850 4140 4120 9868 Hold H Cylinder Data No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 9859 5.00 2:10AM 70 80 4.8 3112945 2 9860 5.00 3:00AM 70 78 5.0 3112951 3 9861 5.00 3:35AM 69 78 5.0 3112958 4 9862 5.00 4:25AM 68 76 4.8 3112965 5 9863 4.50 5:10AM 69 77 5.0 3112972 6 9864 5.50 5:50AM 68 76 5.0 3112980 7 9865 5.50 6:35AM 68 77 4.8 3112987 8 9866 5.00 7:10AM 70 78 5.2 3112995 9 9867 5.00 7:10AM 71 78 4.8 3113002 10 9868 5.50 8:30AM 71 78 5.1 3113000 Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by: Mr. Paul Brown (1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC. Mr. Norman Coates (1) TMBP - Consulting Engineers/ Original Signed By Mr. Frank Merritt (1) Pacheco Koch/Mr. Jim Koch Keith Atkins (1) Hill & Wilkinson, Inc./Mr. Steve Camp KENje (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis