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Amberpoint BP 2R-LR060530CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0404 lf~rr~con Service Date. May 18, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date May 30, 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 6.21 am Plant. 2 Supplier Potter Concrete Truck No 128 Ticket No 101771 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, aF Ambient Temperature,aF Plastic Unit Weight, pcf~ Result 4 75 43 73 58 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 1 4 Sample Information Date Cast May 18, 2006 Time 6 40am Sampled by' Terry Smith Weather Conditions. Clear, mild Accumulative Yards. 50/400 Placement Method Direct Discharge Sample Locations 60' E of W screen wall Placement Location Pavement, S Side of Building #4 adjacent to Truck Docks 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) 05/25/2006 7 108,040 3,820 05/25/2006 7 102,820 3,640 Average (7 Days) 3,730 06/15/2006 28 06/15/2006 28 Comments Not tested for plastic unit weight. 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 fhe 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 4 °i ncsiRO~-F°'°~e HeY CONCRETE COMPRESSIVE STRENGTH TEST R rt N mber• 94051418 0404 l~erracon epo u Service Date• Ma 18, 2006 ssol carpenter Frwy, ste#1oo Y Dallas, Texas 75247 (214) 630-1010 Client: Report Date. May 30, 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 lnformafion Sample Information Specified Strength 3600 psi ~ 28 Days Date Cast. May 18, 2006 Time 7 58am Sampled by• Terry Smith Batch Time 7 38am Plant 2 Weather Conditions Clear, mild Supplier Potter Concrete Accumulative Yards 170/400 Truck No 129 Ticket No 101783 Placement Method Direct Discharge Mix I D No 7752 Sample Locations 200' E of W screen wall & 20' S of bldg Water Added Onsite Before Test. 10Gallons Placement Location Pavement, S Side of Building #4 adjacent to Water Added Onsite After Test: 0 Gallons Truck Docks Field Test Data Test Result Specification Test Method Slump, inches 4 50 3-5 ASTM C143 Air Content, % 4 4 3-6 ASTM C231 Concrete Temperature, of 77 ASTM C1064 Ambient Temperature,~F 64 ASTM C1064 Plastic Unit Weight, pcf• 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 05/25/2006 7 110,650 3,910 2 2 6 00 28.27 05/25/2006 7 104,150 3,680 Average (7 Days) 3,800 2 3 06/15/2006 28 2 4 06/15/2006 28 Comments. Not tested for plastic unit weight. 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 2 of 4 °'_"`5'A°,.F~.a"e~ CONCRETE COMPRESSIVE STRENGTH TEST R rt Number 94051418 0404 1 ~~rracon epo Service Date Ma 18, 2006 8901 Carpenter Frwy, Ste #100 Y Dallas, Texas 75247 (214)630-1010 Client: Report Date• May 30, 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 8.26am Plant. 2 Supplier Potter Concrete Truck No 128 Ticket No 101790 Mix I D No 7752 Water Added Onsite Before Test. 10Gallons 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 5 00 45 75 64 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 3 1 6 00 28 27 Sample Information Date Cast. May 18, 2006 Time 8 45am Sampled by' Terry Smith Weather Conditions. Clear, mild Accumulative Yards. 240/400 Placement Method Direct Discharge Sample Locations 290' E of W screen wall & 25' S of bldg Placement Location Pavement, S Side of Building #4 adjacent to Truck Docks 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) 05/25/2006 7 97,150 3,440 3 2 6 00 28 27 05/25/2006 7 98,680 3,490 Average (7 Days) 3,470 3 3 06/15/2006 28 3 4 06/15/2006 28 Comments' Not tested for plastic unit weight. 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 4 °'-"`5'R°,-F~Wa "ey CONCRETE COMPRESSIVE STRENGTH TEST N b 94051418 0404 l~~rr~con Report um er Service Date Ma 18, 2006 8901 Carpenter Frwy, Ste #100 y Dallas, Texas 75247 (214) 630-1010 Client: Report Date May 30, 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: May 18, 2006 Time 10 OOam Sampled by' Terry Smith Batch Time 9 28am Plant. 2 Weather Conditions Clear, mild Supplier Potter Concrete Accumulative Yards- 340/400 Truck No 134 Ticket No 101800 Placement Method Direct Discharge Mix I D No 7752 Sample Locations 355' E of W screen wall & 20' S of bldg Water Added Onsite Before Test 0 Gallons Placement Location Pavement, S Side of Building #4 adjacent to Water Added Onsite After Test 0 Gallons Truck Docks Field Test Data Test Result Specification Test Method Slump, inches 4 75 3-5 ASTM C143 Air Content, % 4 5 3-6 ASTM C231 Concrete Temperature, aF 77 ASTM C1064 Ambient Temperature,~F 66 ASTM C1064 Plastic Unit Weight, pcf• 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 05/25/2006 7 100,280 3,550 4 2 6 00 28.27 05/25/2006 7 99,830 3,530 Average (7 Days) 3,540 4 3 06/15/2006 28 4 4 06/15/2006 28 Comments Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Terracon Rep Terry Smith Report Distribution (1) Transwestern Commercial Services (1) City of Coppell TX (1) City of Coppell TX (1) O'Brien b 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. (1) TechniStructures (1) Rogers O'Brien Construction Co Reviewed by' Page 4 of 4 °' "`5'~°'_`~°'e "a° CONCRETE COMPRESSIVE STRENGTH TEST N b 94051418 0408 l~~rr~con Report um er Service Date: Ma 19, 2006 8901 Carpenter Fnnry, Ste #100 Y Dallas, Texas 75247 (214) 630-101 D Client• Report Date May 30, 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 6 03am Plant On-site Supplier Potter Concrete Truck No 102 Ticket No 101819 Mix I D No 7752 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches 4 00 Air Content, % 5 3 Concrete Temperature, °F 80 Ambient Temperature,~F 65 Plastic Unit Weight, pcf~ Laboratory Test Data Set Specimen Diameter Area No ID (inches} (sq. inches) 1 1 6 00 28.27 1 2 1 3 1 4 Sample Information Date Cast: May 19, 2006 Time 6.20am Sampled by' Terry Smith Weather Conditions: Clear Accumulative Yards 40 Placement Method Direct Discharge Sample Locations #27 loading door, E end 14' S Placement Location Pavement, S Side of Building #4 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) 05/26/2006 7 126,480 4,470 06/16/2006 28 06/16/2006 28 07/14/2006 56 Comments Not tested for plastic unit weight. 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 2 oi-ncs~ovF~~e uev CONCRETE COMPRESSIVE STRENGTH TEST Re ort Number 94051418 0408 lferr~con Service Date: May 19, 2006 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: May 30, 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 7 18am Plant. On-site Supplier Potter Concrete Truck No 104 Ticket No 101826 Mix I D No 7752 Water Added Onsite Before Test. OGallons 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~ Laboratory Test Data Result 5 00 48 82 68 Set Specimen Diameter Area No. ID (inches) (sq inches) 2 1 6 00 28.27 2 2 2 2 3 4 Sample Information Date Cast. May 19, 2006 Time 7 45am Sampled by' Terry Smith Weather Conditions Clear Accumulative Yards 110 Placement Method Direct Discharge Sample Locations #22 loading door, E end 20' S Placement Location Pavement, S Side of Building #4 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) 05/26/2006 7 120,960 4,280 06/16/2006 28 06/16/2006 28 07/14/2006 56 Comments• Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Terracon Rep Terry Smith Report Distribution (1) Transwestern Commercial Services (t) City of Coppell TX (1) City of Coppell TX (1) O'Brien 8 Assoc (t) TechniStructures (1) Rogers O'Brien Construction Co Reviewed by' 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 2 of 2 °'"A`5~°'-F°'°`e"eY CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0374 l~~rracon Service Date• April 27, 2006 8901 Carpenter Fnnry, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date• May 30, 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 57am Plant. 2 Supplier Potter Concrete Truck No 112 Ticket No 101547 Mix I D No 7752 Water Added Onsite Before Test 10 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 Laboratory Test Data Result 5 00 56 74 51 144 8 Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6 00 28.27 1 2 1 3 1 4 6 00 28.27 6 00 28 27 6 00 28 27 Sample Information Date Cast April 27, 2006 Time 6.25am Sampled by' Jose A. Martinez Weather Conditions. Clear Accumulative Yards 20/ Placement Method Direct Discharge Sample Locations Sketch Samp-e No 1 Placement Location Pavement, N of Building 4, refer to attached sketch 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) (tbs) (psi) 05/04/2006 7 123,250 4,360 05/04/2006 7 121,090 4,280 Average (7 Days) 4,320 05/25/2006 28 156,580 5,540 05/25/2006 28 148,360 5,250 Average (28 Days) 5,400 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 3 o,-POwRO,-F~,~~E KeY CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0374 l~~rr~con Service Date April 27, 2006 8901 Carpenter Fnnry, Ste #10D Dailas, Texas 75247 (214) 630-1010 Client: Report Date May 30, 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 27, 2006 Time 8 08am Sampled by' Jose A Martinez Batch Time 7 40am Plant. 2 Weather Conditions Clear Supplier Potter Concrete Accumulative Yards 170/ Truck No 109 Ticket No 101562 Placement Method Direct Discharge Mix I D No 7752 Sample Locations Sketch Sample no 2 Water Added Onsite Before Test. 5 Gallons Placement Location Pavement, N of Building 4, refer to attached sketch Field Test Data Test Result Specification Test Method Slump, inches 5 00 3-5 ASTM C143 Air Content, % 5 3 3-6 ASTM C231 Concrete Temperature, °F 78 ASTM C1064 Ambient Temperature,°F 62 ASTM C1064 Plastic Unit Weight, pcf~ 145 6 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 05/04/2006 7 96,360 3,410 2 2 6 00 28.27 05/04/2006 7 103,480 3,660 Average (7 Days) 3,540 2 3 6 00 28.27 05/25/2006 28 153,170 5,420 2 4 6 00 28.27 05/25/2006 28 137,870 4,880 Average (28 Days) 5,150 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 2 of 3 0,-~~,RO,-F~~~e KeY CONCRETE COMPRESSIVE STRENGTH TEST Re ort Number 94051418 0374 lferracon p Service Date A rll 27, 2006 8901 Carpenter Frwy, Ste #100 p Dallas, Texas 75247 (214) 630-1010 Client: Report Date: May 30, 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 27, 2006 Time 9.35am Sampled by' Jose A. Martinez Batch Time 9 11am Plant. 2 Weather Conditions Clear Supplier Potter Concrete Accumulative Yards 310/ Truck No 127 Ticket No 101576 Placement Method Direct Discharge Mix I D No 7752 Sample Locations Sketch Sample No 3 Placement Location Pavement, N of Building 4, refer to attached Water Added Onsite After Test. 5 Gallons sketch Field Test Data Test Result Specification Test Method Slump, inches 4 75 3-5 ASTM C143 Air Content, % 6 0 3-6 ASTM C231 Concrete Temperature, °F 76 ASTM C1064 Ambient Temperature,~F 73 ASTM C1064 Plastic Unit Weight, pcf~ 144 0 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 05/04/2006 7 115,770 4,090 3 2 6 00 28.27 05/04/2006 7 103,960 3,680 Average (7 Days) 3,890 3 3 6 00 28.27 05/25/2006 28 151,830 5,370 3 4 6 00 28.27 05/25/2006 28 149,120 5,270 Average (28 Days) 5,320 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) Transwestern Commercial Services (1) City °f Coppell TX (1) City of Coppell TX (1) O'Brien & 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. (1) TechniStructures (1) Rogers O'Brien Construction Co Reviewed by Page 3 of 3 o,-aoaiao,-F~~,ekeY ~ ~~ ~. o ~ PROJECT: ~ i L~ . O PROJECT NO • t o~n .. b / ~ ' entists t ~„ ~P ~~ & $GI `7 ~'~ iii sneers ~G Consulting En9 ~'c .II ~~-.y~ V "~. ,.,~