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Amberpoint BP 2R-LR060214CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0071 Service Date: January 13, 2006 'lrerracon 8901 Carpenter Fn,vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: February 14, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 10:30am Plant: 27 Supplier: Southern Star Truck No: Ticket No: 1016243 Mix I.D. No.: 7723 Water Added Onsite Before Test: 0Gallons Water Added Onsite After Test: 5 Gallons Field Test Data Test Result Slump, inches: 4.50 Air Content, %: 5.4 Concrete Temperature,o F: 61 Ambient Temperature, o F: 59 Plastic Unit Weight, pcf: 144.0 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 Sample Information Date Cast: January 13, 2006 Technician: Kudret Aksu Weather ConditionsClear Accumulative Yards: 10/60 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Pavement Time: 11:35am Specification Test Method 3-5 ASTM C143 3-5 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 01/20/2006 7 116,290 4,110 6.00 28.27 02/10/2006 28 131,830 4,660 6.00 28.27 02/10/2006 28 151,530 5,360 Average 5,010 03/10/2006 56 Services- Obtain samples of fresh concrete at the placement locations, perform required field tests and cast c°mpressive strength samples. Technician: Kudret Aksu Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc ~ (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Hussein H, Abusaad, P.E. (1) Rogers O'Brien Construclion Co 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 Page t of 1 · EXlS I~/I _=/ ~.',..I,~L~ ~'~'1'-~'-3 ~- ~ ~REEN WALL ~_ STEEL LIGHT POLE P~B ~ - ~I~TU~F5 TTP 24' WIDE FIRE LANE 70' L. x ~' H. SCR~N WALL , ~1~.__ ~- , , , '-~ __~___.~-::_. .... " SCREEN WALL 24' WIDE FIRE LANE CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0075 Service Date: January 14, 2006 'll'erracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: February 14, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 7:13am Plant: On-site Supplier: Potter Concrete Truck No: 112 Ticket No: 10212 Mix I.D. No.: 7723 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 4.3 Concrete Temperature,o F: 64 Ambient Temperature, o F: 35 Plastic Unit Weight, pcf: 144.8 Laboratory Test Data Set Specimen Diameter No. Area ID (inches) (sq. inches) 1 6.00 28.27 Sample Information Date Cast: January 14, 2006 Time:7:22am Technician: Daniel J. Drogos Weather ConditionsCold and clear Accumulative Yards: 140 Placement Method: Direct Discharge Sample Locations: See attached sketch for Location #1 Placement Location: Pavement, NW Parking Lot Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 01/21/2006 7 118,640 4,200 1 2 6.00 28.27 02/11/2006 28 152,240 5,380 1 3 6.00 28.27 02/11/2006 28 155,440 5,500 Average 5,440 1 4 03/11/2006 56 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, AAS HTO, 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. Teat 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 Page 1 of 3 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0075 Service Date: January 14, 2006 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: February 14, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 9:30am Plant: On-site Supplier: Potter Concrete Truck No: 106 Ticket No: 10229 Mix I.D. No.: 7723 Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 4.7 Concrete Temperature,o F: 65 Ambient Temperature, o F: 51 Plastic Unit Weight, pcf: 145.6 Laboratorv Test Data Set Specimen Diameter Area No. ID (inches) (s.q. inches) 2 1 6.00 28.27 Sample Information Date Cast: January 14, 2006 Time:9:55am Technician: Daniel J. Drogos Weather ConditionsSunny and cool Accumulative Yards: 300 Placement Method: Direct Discharge Sample Locations: See attached sketch for Location #2 Placement Location: Pavement, NW Parking Lot Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 01/21/2006 7 112,340 3,970 2 2 6.00 28.27 02/11/2006 28 153,820 5,440 2 3 6.00 28.27 02/11/2006 28 152,530 5,390 Average 5,420 2 4 03/11/2006 56 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0075 Service Date: January 14, 2006 'Irefr con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W DalJas TX 75244 Report Date: February 14, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 10:32 Plant: On-site Supplier: Potter Concrete Truck No: 119 Ticket No: 10237 Mix I.D. No.: 7723 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 4.1 Concrete Temperature, o F: 68 Ambient Temperature, o F: 61 Plastic Unit Weight, pcf: 144.0 Laboratory Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 3 1 6.00 28.27 Sample Information Date Cast: January 14, 2006 Technician: Daniel J. Drogos Weather Conditions~;unny and clear Accumulative Yards: 300 Placement Method: Direct Discharge Sample Locations: See attached sketch for Location #3 Placement Location: Pavement, NW Parking Lot Specification Time: 11:05am Date Tested Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 01/21~006 7 106,060 3,750 3 2 6.00 28.27 02/11/2006 28 149,540 5,290 3 3 6.00 28.27 02/11/2006 28 142,100 5,030 Average 5,160 3 4 03/11/2006 56 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Daniel J. Drogos Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Hussein H. Abusaad, PE. (1) Rogers O'Brien Construction Co Senior Project Manager The tests were performed in general accordance with applicable ASTM, AAS HTO, 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. · EXI~ SIGN '1 ,~ u.J....~-3~)' T~LL, ~' 5~. ~ER/ ~_ ~EL LIGHT POLE PAD~F. 2313 ~t~__~M~ ............................... FI~U~5, ~P. 24' WIDE FIRE LANE 70' L. x 12' H. WALL L L x 12' H. _-- SCREEN WALL 24' WIDE FIRE LANE CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0170 Service Date: February 6, 2006 ' rEffacon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: February 14, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 3600 psi ~ 28 Days Batch Time: 3:28pm Supplier: Lattimore Truck No: 966 Mix I.D. No.: 1851 Plant: 3 Ticket No: 3208523 Field Test Data Test Result Slump, inches: 3.25 Air Content, %: 4.5 Concrete Temperature,o F: 63 Ambient Temperature, o F: 56 Plastic Unit Weight, pcf: 152.8 Laboratory Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 Sample Information Date Cast: February 6, 2006 Time:4:36pm Technician: Daniel J. Drogos Weather Conditionst¢/indy, cool Accumulative Yards:4 Placement Method: Direct Discharge Sample Locations: See Comments Placement Location:Storm Drains between Building Pad #5 & Shady Trail Rd Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 02/13/2006 7 137,270 4,850 1 2 03/06/2006 28 1 3 03/06/2006 28 1 4 04/03/2006 56 Comments: NOTE: Sample Location: Inlets, Sta. 9+39.72 Line C1 & Sra. 0+28.90 Line C2 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Daniel J. Drogos Report Distribution: Commercial S~rvices (1) O'Brien & Assoc (1) Transw~stern (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) Cily of Coppell TX Hussein H. Abusaad, P.E. (1) Rogers O'Brien Construction Co Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, er 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0164 Service Date: February 4, 2006 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: February 14, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane CoppeJ], TX Project No.: 94051418 Material Information Specified Strength: 4200 psi @ 28 Days Batch Time: 9:12am Plant: 13 Supplier: Beall Truck No: 1006 Ticket No: 13657776 Mix I.D. No.: 342L1504 Field Test Data Test Result Slump, inches: 2.75 Air Content, %: 4.2 Concrete Temperature,o F: 61 Ambient Temperature, o F: 52 Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Date Cast: February 4, 2006 Technician: Gerry B. Graham Weather Conditions~=air, mostly clear Accumulative Yards: 10 Placement Method: Bucket Sample Locations: S E Corner Placement Location:Man Hole, Area 3 Time:10:04am Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Set Specimen Diameter Area No. ID (inches) (s.q. inches) 1 1 6.00 28.27 02/11/2006 7 116,140 4,110 I 2 6.00 28.27 02/11/2006 7 119,870 4,240 Average 4,'180 1 3 03/04/2006 28 1 4 03/04/2006 28 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 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. Technician: Gerry B. Graham Report Distribution: (1) Transwestern Commercial Services (1) O'Bden & Assoc ~ (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Hussein H. Abusaad, PE. (1) Rogers O'Brien Construction Co Senior Project Manager The tests were performed in general accordance with applicable ASTM, AAS HTO, 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051419.0008 Service Date: January '~3, 2006 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Big Sky Construction Attn: John Clark 2611 Nodh Beltline Ste 105 Sunnyvale TX 75182 Report Date: February 14, 2006 Project: N. Texas P&DC West Dock Expansion Bethel & Royal Coppell, TX Project No,: 94051419 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 12:10pm Plant: 3 Supplier: Lattimore Materials Co. Truck No: 1050 Ticket No: 3207454 Mix I.D. No.: 5150 Water Added Onsite Before Test: 5Gallons Water Added Onsite After Test: 0 Gallons Sample Information Date Cast: January 13, 2006 Time:1:00pm Technician: Polikarp J. Labecki Weather Conditions~unny Accumulative Yards: 2 Placement Method: Direct Discharge Sample Locations: 10' from N end Placement Location:Access Drive Replacement at Gate Entrance Field Test Data Test Result Slump, inches: 3.25 Air Content, %: 2.0 Concrete Temperature,o F: 62 Ambient Temperature, o F: 53 Plastic Unit Weight, pcf: 148.0 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 01/20/2006 1 2 6.00 28.27 01/20/2006 1 3 6.00 2827 02/10/2006 1 4 6.00 28.27 02/10/2006 Specification 3-5 3-7 Date Tested Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 88,970 3,150 7 92,120 3,260 Average 3,210 28 136,570 4,830 28 136,480 4,830 Average 4,830 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Polikarp J. Labecki (1) Big Sky Construction (1) City of Copperl TX Reviewed by: 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.