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Freeport NIP(7.2)-LR010308 GEOTECHNICAL AND ~ ~ r'~ ENVIRONHENTAL CONSULTANTS Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 108 5495 Beltline Road, Suite 360 REPORT DATE: 03-08-01 Dallas, Texas 75240 REG PROJECT NO. 6591 ATTN: Mr. Paul Brown DATE CORED: 02-19-01 DATE TESTED: 02-26-01 TECHNICIAN: A. Gonzalez PAGE: 1 of 1 Cored Capped Core Corrected Core Length Length Diameter L/D Corr Total Load Compressive Number (inches) (inches) (inches) LID Ratio Factor (lbs) Strength PSI 1 6.5 6.5 3.75 1.733 0.9784 49870 4400 2 5.6 5.5 3.75 1.467 0.9552 46440 4020 3 6.4 6.1 3.75 1.627 0.9696 50650 4450 4 6.0 4.6 3.75 1.227 0.9228 48110 4020 5 6.5 4.6 3.75 1.227 0.9228 51180 4280 6 4.5 4.5 3.75 1.200 0.9180 52620 4370 7 6.0 4.2 3.75 1.120 0.8988 51700 4210 8 5.7 5.4 3.75 1.440 0.9528 47490 4100 9 7.3 7.3 3.75 1.947 0.9952 48730 4390 10 6.2 6.2 3.75 1.653 0.9720 45510 4010 11 7.5 7.2 3.75 1.920 0.9936 46050 4140 12 6.6 6.4 3.75 1.707 0.9760 45380 4010 Core Location: 1) Reference set no. 1, report no. 80, attached. 7) Reference set no. 2, report no. 85, attached. 2) Reference set no. 2, report no. 80, attached. 8) Reference set no. 3, report no. 85, attached. 3) Reference set no. 3, report no. 80, attached. 9) Reference set no. 5, report no. 85, attached. 4) Reference set no. 5, report no. 80, attached. 10) Reference set no. 6, report no. 85, attached. 5) Reference set no. 6, report no. 80, attached. 11) Reference set no. 1, report no. 104, attached. 6) Reference set no. 1, report no. 85, attached. 12) Reference set no. 2, report no. 104, attached. 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/ Odginal Signed By Mr. Frank Merritt (1) Pacheco Koch/Mr. Jim Koch Keith Atkins (1) Hill & Wilkinson, Inc./Mr. Steve Camp KEA/je (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis 2424 STUTZ DR. · SUITE 4.00 · DALLAS. TX 75235 ,, TEL [214'] 3S0 5600 * FAX [214] 350 0019 GEOTECHNICAL AND J ~ J~J I-"1 U F~ EN¥1RONHENTAL CONSULTANTS I CONCRETE CYLINDER TEST REPORT Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 80 5495 Beltline Road, Suite 360 REG PROJECT NO. 6591 Dallas, Texas 75240 SAMPLE DATE: 09-19-00 ATTN: Mr. Paul Brown TECHNICIAN: L. Walton CONTRACTOR: Hill & Wilkinson, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 20'N, 45'E of S.E. building corner 30/580 2 Paving: 5'N, 115'E of S.E. building corner 130/580 3 Paving: 90'N, 120'E of S.E. building corner 230/580 4 Paving: 15'S, 45'E of S.E. building corner 330/580 5 Paving: 175'N, 45'E of S.E. building corner 430/580 6 Paving: 190'N, 150'E of S.E. building corner 540/580 Design Information IS°urce °f C°ncrete ILattimore Mix Identification 40 I Specified Strength P's'i' I 4000 Test Results Set J CylinderI Age@ mota, Load J Compressive J Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. I 9761 09-26-00 7 79040 2800 9761 10-17-00 28 93590 3310 9761 10-17-00 28 97430 3450 3380 9761 11-14-00 56 107450 3800 2 9762 09-26-00 7 78280 2770 9762 10-17-00 28 100720 3570 9762 10-17-00 28 92780 3280 3430 9762 11-14-00 56 102440 3630 3 9763 09-26-00 7 83170 2940 9763 10-17-00 28 103810 3670 9763 10-17-00 28 100730 3570 3620 9763 11-14-00 56 110380 3910 4 9764 09-26-00 7 80060 2830 9764 10-17-00 28 103820 3670 9764 10-17-00 28 106280 3760 3720 9764 11-14-00 56 114570 4060 2424 STUTZ DP,. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 5 9765 09-26-00 7 72780 2580 9765 10-17-00 28 97470 3450 9765 10-17-00 28 98470 3490 3470 9765 11-14-00 56 101600 3600 6 9766 09-26-00 7 73450 2600 9766 10-17-00 28 99300 3510 9766 10-17-00 28 93280 3300 3410 9766 11-14-00 56 103320 3660 Cylinder Data SetI Cylinder Time ofI I Concrete I Air Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 9761 5.00 2:30AM 68 84 4.6 7092756 2 9762 5.00 3:35AM 68 84 4.3 7092766 3 9763 5.00 4:55AM 71 83 4.3 7092777 4 9764 4.50 6:30AM 74 84 4.5 7092787 5 9765 4.50 7:40AM 78 83 4.4 7092797 6 9766 4.50 9:45AM 80 86 4.6 3112777 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 KEA/je (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis GEOTECHNICALAND J r~ ENVIP, O Nt, IENTAL CONSULTANTS I CONCRETE CYLINDER TEST REPORT Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 85 5495 Beltline Road, Suite 360 REG PROJECT NO. 6591 Dallas, Texas 75240 SAMPLE DATE: 10-05-00 ATTN: Mr. Paul Brown TECHNICIAN: H. Johnson CONTRACTOR: Hill & Wilkinson, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 70'N, 45'E of the N.W. building corner 30/450 2 Paving: 60'N, 75'E of the N.W. building corner 110/450 3 Paving: 85'N, 30'W of the N.E. building corner 170/450 4 Paving: 70'N, 85'E of the N.E. building corner 230/450 5 Paving: 50'N, 50'W of the N.E. building corner 300/450 6 Paving: 20'S, 85'E of the N.E. building corner 300/450 Design Information I Source of Concrete I Mix Identification I Specified Strength p.s.i. I Lattimore 40 4000 Test Results Set I Cylinder Aoel~ Tota, Load I CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. I 0488 10-12-00 7 72020 2550 0488 11-02-00 28 95910 3390 0488 11-02-00 28 103920 3680 3540 0488 11-30-00 56 107990 3820 2 0489 10-12-00 7 76090 2690 0489 11-02-00 28 103850 3680 0489 11-02-00 28 100340 3550 3620 0489 1 i-30-00 56 i 08840 3850 3 0490 10-12-00 7 77100 2730 0490 11-02-00 28 106430 3770 0490 11-02-00 28 103930 3680 3730 0490 11-30-00 56 109690 3880 4 0491 10-12-00 7 82110 2910 0491 11-02-00 28 114230 4040 0491 11-02-00 28 110140 3900 3970 0491 11-30-00 56 115340 4080 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 5 0492 10-12-00 7 67110 2370 0492 11-02-00 28 93990 3330 0492 11-02-00 28 85770 3040 3190 0492 11-30-00 56 101480 3590 6 0493 10-12-00 7 65130 2300 0493 11-02-00 28 102460 3630 0493 11-02-00 28 100200 3550 3590 0493 11-30-00 56 108560 3840 Cylinder Data Set I CylinderI TimeofI I Concrete I Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 0488 5.00 2:25AM 70 80 5.4 7093584 2 0489 5.00 3:00AM 70 78 5.4 7093592 3 0490 5.50 4:20AM 69 76 5.6 7093598 4 0491 5.00 5:15AM 69 76 5.4 7093604 5 0492 5.00 6:25AM 67 78 5.4 7093611 6 0493 5.50 8:15AM 71 78 5.6 7093632 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 KEAJje (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis GEOTECHNICAL AND ~ [==1 r-~ U F=~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 104 5495 Beltline Road, Suite 360 REG PROJECT NO. 6591 Dallas, Texas 75240 SAMPLE DATE: 11-17-00 ATTN: Mr. Paul Brown TECHNICIAN: D. French CONTRACTOR: Hill & Wilkinson, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 10'S, 12'E of N.E. building corner 40/300 2 Paving: 180'S, 1 I'E of N.E. building corner 100/300 3 Paving: 102'N, 13'E of S.E. building corner 240/300 Design Information IS°urce °f C°ncrete ILMC Mix Identification 40 I Specified Strength P'S"' I 3000 Test Results Set J Cylinder Ji i I Com.ro.,voI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 1492 11-24-00 7 82800 2930 1492 12-15-00 28 106040 3750 1492 12-15-00 28 105760 3740 3750 1492 Hold H 2 1493 11-24-00 7 80210 2840 1493 12-15-00 28 106240 3760 1493 12-15-00 28 99620 3530 3650 1493 Hold H 3 1494 11-24-00 7 94370 3340 1494 12-15-00 28 124690 4410 1494 12-15-00 28 123390 4370 4390 1494 Hold H Cylinder Data Set J Cylinder J Timeof J Concrete Air J Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number I 1492 6.50 8:10AM 40 56 N/A 7095196 2 1493 7.00 9:12AM 43 60 N/A 7095202 3 1494 4.75 12:00PM 50 64 N/A 7095226 Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by: Mr. Paul Brown (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates REED ENGINEERING GROUP, INC. (1) TMBP - Consulting Engineers/ Mr. Frank Merritt (1) Pacheco Koch/Mr. Jim Koch Original Signed By (1) Hill & Wilkinson, Inc./Mr. Steve Camp (1) City of Coppeil/Mr. Lee Stone or Keith Atkins Mr. Larry Davis KEA/je 2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 * TEL [2l~'] ~[50 5600 · FAX [21~'] 350 00[9