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Gateway BP(1.6)-LR060919CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 Service Date: September 7, 2006 Client: ProLogis Attn: Keith Porter 2310 LBJ Freeway Ste 200 Dallas TX 75234 l~~rracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214)630-1010 Report Date: September 19, 2006 Project: Freeport Corporate Ctr. Bldg. 6 Freeport Pkwy & Gateway Coppell, TX Project No.: 94061163 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 2:49am Plant: 27 Supplier: Southern Star Truck No: 5019 Ticket No: 1463639 Mix I.D. No.: 9339 Water Added Onsite Before Test: 10Gallons Water Added Onsite After Test: 5 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, °F Ambient Temperature,°F: Plastic Unit Weight, pcf: Result 5.50 4.1 84 65 143.8 Sample Information Date Cast: September 7, 2006 Time: 3:26am Sampled by: Jose A. Martinez Weather Conditions: Clear Accumulative Yards: 70 Placement Method: Pump Sample Locations: See attached sketch for Location #1 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) (sq. inches) Tested (days) (Ibs) (psi) 1 1 6.00 28.27 09/14/2006 7 79,650 2,820 1 2 6.00 28.27 09/14/2006 7 83,980 2,970 Average (7 Days) 2,900 1 3 10/05/2006 28 1 4 10/05/2006 28 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 8 01-ACSlROt-F WCe Hey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 l~~rracon Service Date: September 7, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 {214) 630-1010 Client: Report Date: September 19, 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: 3:39am Plant: 27 Supplier: Southern Star Truck No: 1097 Ticket No: 1463643 Mix I.D. No.: 9339 Water Added Onsite Before Test: 5 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, °F: Ambient Temperature,~F: Plastic Unit Weight, pcf: Result 6.25 3.3 83 60 144.6 Sample Information Date Cast: September 7, 2006 Time: 4:04am Sampled by: Jose A. Martinez Weather Conditions: Clear Accumulative Yards: 170 Placement Method: Pump Sample Locations: See attached sketch for Location #2 Placement Location: Pavement, W of Building Specification Test Method 3-5 ASTM C143 3-6 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 * =Field Test Results do not meet project specifications. Laboratoi-y Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested da s) (Ibs) (psi) 2 1 6.00 28.27 09/14/2006 7 76,380 2,700 2 2 6.00 28.27 09/14/2006 7 75,400 2,670 Average (7 Days) 2,690 2 3 10/05/2006 28 2 4 10/05/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. * MARGINAL 7-DAY STRENGTH RESULTS 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 2 of 8 0+-~~o,-~uu. K.Y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 Service Date: September 7, 2006 l~~rr~con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214} 630-1010 Client: ProLogis Attn: Keith Porter 2310 LBJ Freeway Ste 200 Dallas TX 75234 Report Date: September 19, 2006 Project: Freeport Corporate Ctr. Bldg. 6 Freeport Pkwy & Gateway Coppell, TX Project No.: 94061163 Material /nformation Specified Strength: 3500 psi ~ 28 Days Batch Time: 4:OOam Plant: 27 Supplier: Southern Star Truck No: 1827 Ticket No: 1463646 Mix I.D. No.: 9339 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, aF Ambient Temperature,~F: Plastic Unit Weight, pcf: Result 6.50 3.1 81 58 143.8 Sample Information Date Cast: September 7, 2006 Time: 4:45am Sampled by: Jose A. Martinez Weather Conditions: Clear Accumulative Yards: 210 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) (sq. inches) Tested (days) (Ibs) (psi) 3 1 6.00 28.27 09/14/2006 7 71,640 2,530 3 2 6.00 28.27 09/14/2006 7 69,970 2,470 Average (7 Days) 2,500 3 3 10/05/2006 28 3 4 10/05/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. * MARGINAL 7-DAY STR E N r","~F~R ES U LTS 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 3 of 8 Ot-ACSrROLFJUre Ney CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 Service Date: September 7, 2006 l~err~con 8901 Carpenter Fnny, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: ProLogis Attn: Keith Porter 2310 LBJ Freeway Ste 200 Dallas TX 75234 Report Date: September 19, 2006 Project: Freeport Corporate Ctr. Bldg. 6 Freeport Pkwy & Gateway Coppell, TX Project No.: 94061163 Material Information Specified Strength: 3500 psi cLD 28 Days Batch Time: 5:14am Plant: 27 Supplier: Southern Star Truck No: Ticket No: Mix I.D. No.: 9339 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 3.8 Concrete Temperature, oF: 83 Ambient Temperature,°F: 61 Plastic Unit Weight, pcf: 144.8 SamQle Information Date Cast: September 7, 2006 Time: 6:05am Sampled by: Jose A. Martinez Weather Conditions: Clear Accumulative Yards: 350 Placement Method: Pump Sample Locations: See attached sketch for Location #4 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 Set Specimen Diameter Area No. ID (inches (sq. inches) 4 1 6.00 28.27 4 2 6.00 28.27 4 3 4 4 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 09/14/2006 7 74,400 2,630 09/14/2006 7 80,300 2,840 Average (7 Days) 2,740 10/05/2006 28 10/05/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. - * MARGINAL 7-DAY 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 4 of 8 07-ACSlR01-FJUre Nay CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 Service Date: September 7, 2006 l~~rracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: ProLogis Attn: Keith Porter 2310 LBJ Freeway Ste 200 Dallas TX 75234 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 6:20am Plant: 27 Supplier: Southern Star Truck No: 8 Ticket No: 1453200 Mix I.D. No.: 9339 Water Added Onsite Before Test: 5 Gallons Report Date: September 19, 2006 Project: Freeport Corporate Ctr. Bldg. 6 Freeport Pkwy 8 Gateway Coppell, TX Project No.: 94061163 Sample Information Date Cast: September 7, 2006 Time: 6:58am Sampled by: Jose A. Martinez Weather Conditions: Clear Accumulative Yards: 420 Placement Method: Pump Sample Locations: See attached sketch for Location #5 Placement Location: Pavement, W of Building Field Test Data Test Result Specification Test Method Slump, inches: 6.50 3-5 ASTM C143 Air Content, %: 5.3 3-6 ASTM C231 Concrete Temperature, aF: 77 ASTM C1064 Ambient Temperature,~F: 58 ASTM C1064 Plastic Unit Weight, pcf: 144.0 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) 5 1 6.00 28.27 09/14/2006 7 82,800 2,930 5 2 6.00 28.27 09/14/2006 7 81,510 2,880 Average (7 Days) 2,910 5 3 10/05/2006 28 5 4 10/05/2006 28 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 apparentty similar or identical materials. Page 5 of 8 Ot-ACS/ROt-F,Wre Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 Service Date: September 7, 2006 lf~rr~con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: September 19, 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 Samale Information Specified Strength: 3500 psi cLD 28 Days Date Cast: September 7, 2006 Time: 7:335am Sampled by: Jose A. Martinez Batch Time: 7:05am Plant: 27 Weather Conditions: Clear Supplier: Southern Star Accumulative Yards: 510 Truck No: 1015 Ticket No: Placement Method: Pump Mix I.D. No.: 9339 Sample Locations: See attached sketch for Location #6 Water Added Onsite Before Test: 10Gallons Placement Location: Pavement, W of Building Field Test Data Test Result Specification Test Method Slump, inches: 6.50 3-5 ASTM C143 Air Content, %: 3.8 3-6 ASTM C231 Concrete Temperature, ~F: 78 ASTM C1064 Ambient Temperature,~F: 68 ASTM C1064 Plastic Unit Weight, pcf: 144.6 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) 6 1 6.00 28.27 09/14/2006 7 90,130 3,190 6 2 6.00 28.27 09/14/2006 7 87,550 3,100 Average (7 Days) 3,150 6 3 10/05/2006 28 6 4 10/05/2006 28 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 8 0~-^«o,-F~a K,~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061163.0103 11err~con 8901 Carpenter Frwy, Ste #100 Service Date: September 7, 2006 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: September 19, 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: 8:12M Plant: 27 Supplier: Southern Star Truck No: 923 Ticket No: 1463669 Mix I.D. No.: 9339 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 5 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, ~F Ambient Temperature,aF: Plastic Unit Weight, pcf: Result 5.50 3.2 84 75 145.7 Samale Information Date Cast: September 7, 2006 Time: 9:20am Sampled by: Jose A. Martinez Weather Conditions: Partly cloudy Accumulative Yards: 630 Placement Method: Pump Sample Locations: See attached sketch for Location #7 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. Laborato ry Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (s . iq nches) Tested (days) (Ibs) (psi) 7 1 6.00 28.27 09/14/2006 7 79,660 2,820 7 2 6.00 28.27 09/14/2006 7 71,220 2,520 Average (7 Days) 2,670 7 3 10/05/2006 28 7 4 10/05/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. * MARGINAL 7-DAY ~I~Gfi~~C~LTS 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 7 of 8 Ot-A~SRiOt-FNwe key CONCRETE COMPRESSIVE STRENGTH TEST l~~rracon R rt N mber• 94061163 0103 epo u Service Date: Se tember 7, 2006 13901 Carpenter Frwy, Ste #100 p Dallas, Texas 75247 (214) 630-1010 Client: Report Date: September 19, 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:OOam Plant: 27 Supplier: Southern Star Truck No: 1853 Ticket No: 1189530 Mix I.D. No.: 9339 Sample Information Date Cast: September 7, 2006 Time: 10:30am Sampled by: Jose A. Martinez Weather Conditions: Partly cloudy Accumulative Yards: 720 Placement Method: Pump Sample Locations: See attached sketch for Location #8 Placement Location: Pavement, W of Building Water Added Onsite After Test: 5 Gallons Field Test Data Test Result Specification Test Method Slump, inches: 5.00 3-5 ASTM C143 Air Content, %: 4.0 3-6 ASTM C231 Concrete Temperature, ~F: 85 ASTM C1064 Ambient Temperature,oF: 84 ASTM C1064 Plastic Unit Weight, pcf: 146.7 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested days) (Ibs) (psi) 8 1 6.00 28.27 09/14/2006 7 100,590 3,560 8 2 6.00 28.27 09/14/2006 7 99,600 3,520 Average (7 Days) 3,540 g 3 10/05/2006 28 g 4 10/05/2006 28 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 3 Assoc Architects PLLC (1) City of Coppell TX (1) Jordan Construction Services Reviewed by: (1) City of Coppell TX (1) Meinhardt 8 Assoc Architects PLLC Robert D. Ray, S.E.T (1) Haynes Whaley Assoc Inc Senior Project Man er 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 8 of 8 °' "`~"'°'-`'"°" "°° PROJECT: ~~IL~Or'T ~j~ ~//Q ""> ~" 7,. ~ (67 PROJECT NO.: / /~~f~~' • ~~'03 #~ ~rr~con Consulting Engineers & Scientists N ~, ,;; %` , ~r" mod ::%~U q, ,,. ~, Q ~T a' y REPORT OF REINFORCING STEEL OBSERVATION l~i~rr~con Consuttlnp Enulneers 8 Selentlsts 890] Carpenter fiwy., Suitc #100 Dallas, Texas 75247 (2141630-1DI0 Date of Service Client No Client: Services 09/19/06 Report No 47876 Project No ProLogis Project: 2310 LBJ Freeway Ste 200 Dallas, TX 75234 94061163 0112 94061163 Freeport Corporate Ctr Bldg. 6 Freeway Pkwy & Gateway Coppell, TX Observe placement of re>.nforcmg for compliance with furnished drawings. PROJECT DATA Drawings Utilized Civil C1 11 Locations/Items Observed Pavement, S & SW Fire Lane, Parking and Approach Test Method Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing 6 Type Bar Size X Proper Bar Placement X Stirrup Spacing 8 Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper CoverlClearance X Discrepancies/Comments No discrepancies were noted at the time of this observation. Field Results Report To: Technician: $ CUble Report Distribution (1) ProLogis (1) City of Coppell TX (1) City of Coppell TX {1) Haynes Whaley Assoc Inc (1) Meinhardt & Assoc Architects Pt (1) Jordan Construction Services (1) Meinhardt & Assoc Architects PLLC Robert D}~y, S.E T Senio o~ect Manager 309aCS This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.