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Amberpoint BP 2R-LR060427CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0354 Service Date April 12, 2006 Sample Information Date Cast April 12, 2006 Time 6 10am Sampled by' Sammy D Roberts Weather Conditions Partly cloudy Accumulative Yards 30 Placement Method Direct Discharge Sample Locations 30' N & 520' W Placement Location Pavement, Building #4 from NE back corner between Building #4 and Building #5 Client: Report Date April 27, 2006 Transwestern Commercial Services Project AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No 94051418 Material Information Specified Strength 3600 psi @ 28 Days Batch Time 5 52am Plant. 2 Supplier Potter Concrete Truck No 107 Ticket No 101241 Mix I D No 7752 Water Added Onsite Before Test 0 Gallons Water Added Onsite After Test 0 Gallons Field Test Data Test Slump, inches Air Content, Concrete Temperature, ~F Ambient Temperature,~F Plastic Unit Weight, pcf~ Result 4 50 51 68 65 140 7 Laboratory Test Data Set Specimen Diameter Area No ID (inches) (sq inches) 1 1 6 00 28.27 2 6 00 28.27 3 4 Specification 3-5 3-6 l~~rr~con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214)630-1010 Test Method ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 04/19/2006 7 123,630 4,370 04/19/2006 7 124,990 4,420 Average (7 Days} 4,400 05/10/2006 28 05/10/2006 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 1 of 5 of-aoawo -cNUrP Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0354 Service Date April 12, 2006 11~rr~con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214)630-1010 Client: Report Date April 27, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No. 94051418 Material Information Sample Information Specified Strength 3600 psi @ 28 Days Date Cast. April 12, 2006 Time 7 45am Sampled by' Sammy D Roberts Batch Time 7 34am Plant 2 Weather Conditions Clear Supplier Potter Concrete Accumulative Yards 180/ Truck No 109 Ticket No 101256 Placement Method Direct Discharge Mix I D No 7752 Sample Locations 100' N & 500' W Water Added Onsite Before Test 0 Gallons Placement Location Pavement, Building #4 from NE back corner Water Added Onsite After Test. 0 Gallons between Building #4 and Building #5 Field Test Data Test Result Specification Test Method Slump, inches 5 00 3-5 ASTM C-143 Air Content, % 4 8 3-6 ASTM C-231 Concrete Temperature, of 70 ASTM C-1064 Ambient Temperature,~F 65 ASTM C-1064 Plastic Unit Weight, pcf~ 141 9 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) 2 1 6 00 28 27 04/19/2006 7 96,280 3,400 2 2 6 00 28 27 04/19/2006 7 98,200 3,470 Average (7 Days} 3,440 2 3 05/10/2006 28 2 4 05/10/2006 28 Services - Obtain samples of fresh concrete a t 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 2 of 5 Dt-PDR/Rp1-~WUre Hey CONCRETE COMPRESSIVE STRENGTH TEST Re ort Number 94051418 0354 l~~rr~con p Service Date April 12, 2006 8901 Carpenter Frwy, Ste#100 Dallas, Texas 75247 (214) 630-1010 Client Report Date April 27, 2006 Transwestern Commercial Services Project AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No 94051418 Material Information Sample Information Specified Strength 3600 psi @ 28 Days Date Cast. April 12, 2006 Time 9 30am Sampled by' Sammy D Roberts Batch Time 9 15am Plant 2 Weather Conditions Clear Supplier Potter Concrete Accumulative Yards 350/ Truck No 106 Ticket No 101271 Placement Method Direct Discharge Mix I D No 7752 Sample Locations 60' N & 400' W Water Added Onsite Before Test. OGallons Placement Location Pavement, Building #4 from NE back corner Water Added Onsite After Test 0 Gallons between Building #4 and Building #5 Field Test Data Test Result Specification Test Method Slump, inches 4 50 3-5 ASTM C-143 Air Content, % 5 3 3-6 ASTM C-231 Concrete Temperature, °F 71 ASTM C-1064 Ambient Temperature,~F 67 ASTM C-1064 Plastic Unit Weight, pcf~ 142 3 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) 3 1 6 00 28.27 04/19/2006 7 91,790 3,250 3 2 6 00 28.27 04/19/2006 7 94,180 3,330 Average (7 Days) 3,290 3 3 05/10/2006 28 3 4 05/10/2006 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 3 of 5 °' P°~f01"`°'"'e "`° CONCRETE COMPRESSIVE STRENGTH TEST Re ort Number 94051418 0354 l~~rr~con p 8901 Carpenter Frwy, Ste #100 Service Date April 12, 2006 Dallas, Texas 75247 (214) 630-1010 Client: Report Date April 27, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No 94051418 Material Information Sample Information Specified Strength 3600 psi @ 28 Days Date Cast. April 12, 2006 Time 11 OOam Sampled by' Sammy D Roberts Batch Time 10 37am Plant. 2 Weather Conditions Clear Supplier Potter Concrete Accumulative Yards 440/ Truck No 107 Ticket No 101282 Placement Method Direct Discharge Mix I D No 7752 Sample Locations 100' N & 280' W Water Added Onsite Before Test 0 Gallons Placement Location Pavement, Building #4 from NE back corner Water Added Onsite After Test. 0 Gallons between Building #4 and Building #5 Field Test Data Test Result Specification Test Method Slump, inches 5 00 3-5 ASTM C-143 Air Content, % 5 3 3-6 ASTM C-231 Concrete Temperature, of 73 ASTM C-1064 Ambient Temperature,~F 68 ASTM C-1064 Plastic Unit Weight, pcf 141 8 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) 4 1 6 00 28.27 04/19/2006 7 81,510 2,880 4 2 6 00 28.27 04/19/2006 7 85,790 3,030 Average (7 Days) 2,960 4 3 05/10/2006 28 4 4 05/10/2006 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 4 Of S o~-POamo+-wwre key CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0354 Service Date April 12, 2006 l~~rr~con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 {214)630-1010 Client Report Date April 27, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No 94051418 Material Information Sample Information Specified Strength 3600 psi @ 28 Days Date Cast April 12, 2006 Time 1.25pm Sampled by Sammy D Roberts Batch Time 1 04pm Plant 2 Weather Conditions Supplier Potter Concrete Accumulative Yards 620/ Truck No 101 Ticket No 101300 Placement Method Direct Discharge Mix I D No 7752 Sample Locations 75' N & 200' W Water Added Onsite Before Test. 0 Gallons Placement Location Pavement, Building #4 from NE back corner Water Added Onsite After Test. 0 Gallons between Building #4 and Building #5 Field Test Data Test Result Specification Test Method Slump, inches 4 50 3-5 ASTM C-143 Air Content, % 5 0 3-6 ASTM C-231 Concrete Temperature, of 76 ASTM C-1064 Ambient Temperature,aF 70 ASTM C-1064 Plastic Unit Weight, pcf- 141 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) 5 1 6 00 28.27 04/19/2006 7 85,640 3,030 5 2 6 00 28.27 04/19/2006 7 72,410 2,560 Average (7 Days) 2,800 5 3 05/10/2006 28 5 4 05/10/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Terracon Rep Sammy D Roberts Report Distribution (1) Transwestern Commercial Services (1) TechniStructures ~~ (1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by' (1) City of Coppell TX (~) o'Brien 8 Assoc Hussein H Abusaad, P.E. Senior Project Manager 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 5 of 5 °v~iR°'-`°'°'e "a° REPORT OF REINFORCING STEEL OBSERVATION lf~rrac~n Con sultlnp Enplneers & Scientists 8901 r'a~penter Fnvy Suite NI00 Dallas, Texas 75247 (2141630-1010 Date of Service 04/7/06 Report No 94051418 0373 Client No 50854 Project No 94051418 Client: Transwestern Commercial Services Project: AmberPomt Business Park 5001 Spring Valley Rd Ste 600 W Buildings 4, 5 and 6 Dallas, TX 7244 505 South Royal Lane Coppell, TX Services Observe placement of reinforcing for compliance with furnished drawings. PROJECT DATA Drawings Utilized Sheet Cl O1, Pavement Legend, dated 04/10/06 Locations/Items Observed Pavement, N of Building #4 Test Method Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Plaang Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & 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 CovedClearance X Discrepancies/Comments Any discrepancies found were corrected at the lime of this observation unless otherwise noted Field Results Report To Technician 1 N1artlneZ Report Distribution (1) Transwestern Commercial Services (1) Rogers O'Brien Construction Co (1) City of Coppell TX (1) O'Brien & Assoc ~ ~ (1) City of Coppell TX (1) TechniStructures Hussein H. Abusaad, P.E Senior Project Manager 309acs This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.