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Gateway BP(1.6)-LR061214CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0160 l~~rracon Service Date: November 15, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste 200 Goppell, TX Dallas TX 75234 Project No.: 94061163 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 4:05am Plant: 66 Supplier: Southern Star Truck No: 8002 Ticket No: 1356853 Mix I.D. No.: 9339 Water Added Onsite Before Test: 5 Gallons Water Added Onsite After Test: -Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, °F: Ambient Temperature,~F: Plastic Unit Weight, pcf: Result 5.00 4.8 68 58 144.6 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 6.00 28.27 1 4 6.00 28.27 Sample Information Date Cast: November 15, 2006 Time: 4:31am Sampled by: Jose A. Martinez Weather Conditions: Clear, windy Accumulative Yards: 20 Placement Method: Pump Sample Locations: See attached sketch for Location #1 Placement Location: Pavement W of Building Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 11/22/2006 7 113,560 4,020 11 /22/200fi 7 111,410 3,940 Average (7 Days) 3,980 12/13/2006 28 148,270 5,240 12/13/2006 28 133,270 4,710 Average (28 Days) 4,980 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the. use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 7 ovncsraoi-FU„~e Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0160 11~rracon Service Date: November 15, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste 200 Coppell, TX Datlas TX 75234 Project No.: 94061163 Material Information Sample Information Specified Strength: 3500 psi ~ 28 Days Date Cast: November 15, 2006 Time: 5:35am Sampled by: Jose A. Martinez Batch Time: 4:39am Plant: 66 Weather Conditions: Clear, windy Supplier: Southern Star Accumulative Yards: 110 Truck No: 3442 Ticket No: 1356869 Placement Method: Pump Mix I.D. No.: 9339 Sample Locations: See attached sketch for Location #2 Water Added Onsite Before Test: 10 Gallons Placement Location: Pavement W of Building Water Added Onsite After Test: -Gallons Field Test Data Test Result S pecification Test Method Slump, inches: 6.25 3-5 ASTM C143 Air Content, %: 4.6 3-6 ASTM C231 Concrete Temperature, °F: 66 ASTM C1064 Ambient Temperature,aF: 54 ASTM C1064 Plastic Unit Weight, pcf: 142.7 ASTM C138 * =Field Test Results do not meet project specifications Laboratory Test Data . Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (s .inches) Tested (days) (Ibs} (psi) 2 1 6.00 28.27 11/22/2006 7 100,270 3,550 2 2 6.00 28.27 11/22/2006 7 100,650 3,560 Average (7 Days} 3,560 2 3 6.00 28.27 12/13/2006 28 135,970 4,810 2 4 6.00 28.27 12/13/2006 28 134,800 4,770 Average (28 Days) 4,790 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM; AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the locations} referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 7 ObACS/R01fWre Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0160 11~rr~con 8901 Carpenter Fnnry, Ste #100 Service Date: November 15, 2006 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste Z00 Coppell, TX Dallas TX 75234 Project No.: 94061163 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 5:42 Plant: 66 Supplier: Southern Star Truck No: 1097 Ticket No: 1461960 Mix I.D. No.: 9339 Water Added Onsite Before Test: -Gallons Water Added Onsite After Test: -Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, °F Ambient Temperature,~F: Plastic Unit Weight, pcf: Result 5.50 3.0 70 51 146.3 Samale Information Date Cast: November 15, 2006 Time: 6:32am Sampled by: Jose A. Martinez Weather Conditions: Clear, windy Accumulative Yards: 110 Placement Method: Pump Sample Locations: See attached sketch for Location #3 Placement Location: Pavement W of Building Specification Test Method 3-5 ASTM C143 3-6 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 " =Field Test Results do not meet project specifications. Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (s .inches) Tested (days) (Ibs) (psi) 3 1 6.00 28.27 11/22/2006 7 99,290 3,510 3 2 6.00 28.27 11 /22/2006 7 101,890 3,600 Average (7 Days) 3,560 3 3 6.00 28,27 12/13/2006 28 137,590 4,870 3 4 6.00 28.27 12/13/2006 28 142,530 5,040 Average (28 Days) 4,960 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests-were performed in general Hccordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use. of the client. __ indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 7 Ot-ACSIROt-FUlure Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0160 l~~rracon Service Date: November 15, 2006 8901 Carpenter Frvvy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste 200 Coppell, TX Dallas TX 75234 Project No.: 94061163 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 6:15am Plant: 66 Supplier: Southern Star Truck No: 1097 Ticket No: 1461970 Mix I.D. No.: 9339 Water Added Onsite Before Test: -Gallons Water Added Onsite After Test: -Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, °F: Ambient Temperature,°F: Plastic Unit Weight, pcf: Result 6.25 3.2 69 51 144.4 Samale Information Date Cast: November 15, 2006 Time: 7:28am Sampled by: Jose A. Martinez Weather Conditions: Cloudy, windy Accumulative Yards: 320 Placement Method: Pump Sample Locations: See attached sketch for Location #4 Placement Location: Pavement W of Building Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 " =Field Test Results do not meet project specifications. Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No, ID inches) (sq, inches) Tested da s) (Ibs) (psi) 4 1 6.00 28.27 11/22/2006 7 95,020 3,360 4 2 6.00 28.27 11/22/2006 7 86,540 3,060 Average (7 Days) 3,210 4 3 6.00 28.27 12/13/2006 28 129,350 4,570 4 4 6.00 28.27 12/13/2006 28 130,900 4,630 Average (28 Days) 4,600 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The testswere pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods.- This report is exclusively forthe use of-the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 7 o+-ACS~rro+f~w.x<Y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0160 l~~rr~con Service Date: November 15, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste 200 Coppell, TX Dallas TX 75234 Project No.: 94061163 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 8:32am Plant: 66 Supplier: Southern Star Truck No: 1020 Ticket No: 1461983 Mix I.D. No.: 9339 Water Added Onsite Before Test: -Gallons Water Added Onsite After Test: -Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of Ambient Temperature,~F Plastic Unit Weight, pcf: Result 5.25 3.1 66 45 146.4 Sample Information Date Cast: November 15, 2006 Time: 8:57am Sampled by: Jose A. Martinez Weather Conditions: Light rain, cloudy, windy Accumulative Yards: 430 Placement Method: Pump Sample Locations: See attached sketch for Location #5 Placement Location: Pavement W of Building Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C 1064 ASTM C138 " =Field Test Results do not meet project specifications. Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID {inches) (sq. inches) Tested (days) (1bs) (psi) 5 1 6.00 28.27 11/22/2006 7 107,340 3,800 5 2 6.00 28.27 11/22/2006 7 100,080 3,540 Average (7 Days) 3,670 5 3 6.00 28.27 12/13/2006 28 141,500 5,000 5 4 6.00 28.27 12/13/2006 28 145,200 5,130 Average (28 Days) 5,070 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. -The tests were pertormed irrgeheral accordance with applicable ASTM, AASHTO, or 00T test methods. This report is exclusively for the use of#he client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 7 ot-ncsrtaoi-Fwa H.y CONCRETE COMPRESSIVE STRENGTH TEST rt N b 94061163 0160 l~~rracon Repo um er. Service Date: November 15, 2006 8901 Carpenter Fnnry, Ste #100 Dallas, Texas 75247 (214)630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste 200 Coppell, TX Dallas TX 75234 Project No.: 94061163 Material Information Specified Strength: 3500 psi cLD 28 Days Batch Time: 9:14am Plant: 66 Supplier: Southern Star Truck No: 3338 Ticket No: 1356911 Mix I.D. No.: 9339 Water Added Onsite Before Test: -Gallons Water Added Onsite After Test: -Gallons Field Test Data Test Result Slump, inches: 6.00 Air Content, %: 5.5 Concrete Temperature, ~F: 61 Ambient Temperature,aF: 45 Plastic Unit Weight, pcf: 142.4 Samale Information Date Cast: November 15, 2006 Time: 9:55am Sampled by: Jose A. Martinez Weather Conditions: Cloudy, light rain, windy Accumulative Yards: 510 Placement Method: Pump Sample Locations: See attached sketch for Location #6 Placement Location: Pavement W of Building Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C 1064 ASTM C 138 * =Field Test Results do not meet project specifications. Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi) 6 1 6.00 28.27 11/22/2006 7 109,600 3,880 6 2 6.00 28.27 11/22/2006 7 108,700 3,840 Average (7 Days) 3,860 6 3 6.00 28.27 12/13/2006 28 131,820 4,660 6 4 6.00 28.27 12/13/2006 28 137,080 4,850 Average (28 Days) 4,760 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The-tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 7 Ot-ACSrR01-F~twe Kay CONCRETE COMPRESSIVE STRENGTH TEST rt N b ~ 94061163 0160 l~err~con Repo um er. 6901 Carpenter Frwy, Ste #100 Service Date: November 15, 2006 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: December 14, 2006 ProLogis Project: Freeport Corporate Ctr. Bldg. 6 Attn: Keith Porter Freeport Pkwy & Gateway 2310 LBJ Freeway Ste 200 Coppell, TX Dallas TX 75234 Project No.: 94061163 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 10:30am Plant: 66 Supplier: Southern Star Truck No: 3442 Ticket No: 1461999 Mix I.D. No.: 9339 Water Added Onsite Before Test: -Gallons Water Added Onsite After Test: -Gallons Field Test Data Test Result Slump, inches: 5.75 Air Content, %: 3.8 Concrete Temperature, aF: 61 Ambient Temperature,~F: 47 Plastic Unit Weight, pcf: 144.6 Sama/e Information Date Cast: November 15, 2006 Time: 10:55am Sampled by: Jose A. Martinez Weather Conditions: Cloudy, raining, windy Accumulative Yards: 610 Placement Method: Pump Sample Locations: See attached sketch for Location #7 Placement Location: Pavement W of Building Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 * =Field Test Results do not meet project specifications. Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested days) (Ibs) (psi) 7 1 6.00 28.27 11 /22/2006 7 108,110 3, 820 7 2 6.00 28.27 11/22/2006 7 109,510 3,870 Average (7 Days) 3,850 7 3 6.00 28.27 12/13/2006 28 144,070 5,090 7 4 6.00 28.27 12/13/2006 28 134,870 4,770 Average (28 Days) 4,930 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep: Jose A. Martinez Report Distribution (1) ProLogis (1) Meinhardt 8 Assoc Architects PLLC ,(C/!/ ~ ~~~ (1) City of Coppell TX (1) Jordan Construction Services Reviewed by: 7/ (1) City of Coppell TX (1) Meinhardt 8 Assoc Architects PLLC RobeR D. Ray, S. (1) Haynes Whaley Assoc Inc Senior Project The tests were pertormed in general accordance with applicable ASTM, AASHTO,_or DOT test methods. This report is exclusively for the u f the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are on y applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials- Page 7 of 7 Ot-ACSR01-Fbtura Key ~arcr. ~l'eaJJJ~//o~-``7~to IAA TE l!-lS' ~a~ PROJECT N0.:~7OyIIf7~ • to/Ejd ~rr~con Consulting Engineers & Scientists