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Windsor Estates-LR010131CONCRETE COMPRESSIVE STRENGTH TEST Client: Excel Group, Inc. Attn: Bryan Peck 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: Project: 8,901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 January 31, 2001 Windsor Estates Coppell, Texas Service Date: January 22, 2001 Project Number: 94001501 Report Number: 94001501.0003 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 9:27am Supplier: TXI Plant: 41 Track No: 59 Ticket No: 2810659 Mix I.D. No.: 8204 Sample Information sample Time: 9:51 am Technician: Da[Tin Phillips Weather Conditions: Sunny, clear Accumulative Yards: 50 Placement Method: Direct discharge Sample Locations: Sta. 2+04 Placement Location: St. James Street Field Test Data Test Result Specification Slump, inches: 2.50 2 max Air Content, %: 4.3 3-5 Concrete Temperature,° F: 51 Ambient Temperature, o F: 40 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) 2C 1 6.00 01/29/2001 7 107,550 3,800 2C 2 6.00 01129/2001 7 117,320 4,150 Average 3,980 2C 3 02/1912001 28 2C 4 02/19/2001 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 test methods. This report is exclusively fo~ the use of the clla~ indicated above aed shall no~ he reproduced except in futl withoet the written approval of Terracon- Test results transmitted herein are only applicable to the aetual samplas tested et the location(s) referenced and are not necessarily indicative of the properties of other apparently similar o~ identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Client: Excel Group, Inc. Attn: Bryan Peck 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: Project: 8901 Carpenter Fn,/y., Suite #100 Dallas, Texas 75247 (214) 630-1010 January 31,2001 Windsor Estates Coppell, Texas Service Date: January 22, 2001 Project Number: 94001501 Report Number: 94001501.0003 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 11:48am Supplier: TXI Truck No: 38 Mix I.D. No.: 8204 Plant: 41 Ticket No: 2810897 Sample Information Sample Time: 12:30pm Technician: Darrin Phillips Weather Conditions: Sunny, clear Accumulative Yards: 250 Placement Method: Direct discharge Sample Locations: Sta. 13+69 Placement Location: DeForest Street Field Test Data Test Result Specification Slump, inches: 2.00 2 max Air Content, %: 4.2 3-5 Concrete Temperature, o F: 59 Ambient Temperature, 0 F: 53 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) 3C I 6.00 01/29/2001 7 89,040 3,150 3C 2 6.00 01/29/2001 7 94,290 3,330 Average 3,240 3C 3 02/19/2001 28 3C 4 02/19/2001 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. TI~ tests were performed in general accordance with applicable ASTM test methods. This repert is exclusively for the use of the client indicated above and shall noel be reproduced except in full witbout the wntten approval of Tenacon. Teat results transmitted herein are enly applicable to the actual semp~se tested at the lscation(s) referenced and are not necessarily indicative of the properties of athef apparently sirniisr o,4 identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Client: Excel Group, Inc. Attn: Bryan Peck 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: Project: 8901 Carpenter Frwy., Suite #100 Dallas, Te~s 75247 (214) 630-1010 January 31,2001 Windsor Estates Coppell, Texas Service Date: January 22, 2001 Project Number: 94001501 Report Number: 94001501.0003 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 1:34pm Supplier: TXI Truck No: 712 Mix I.D. No.: 8204 Plant: 41 Ticket No: 2811123 Sample Information Sample Time: 2:21 pm Technician: Dan'in Phillips Weather Conditions: Sunny, clear Accumulative Yards: 400 Placement Method: Direct discharge Sample Locations: Sta. 11+52 Placement Location: DeForest Street Field Test Data Test Result Specification Slump, inches: 2.50 2 max Air Content, %: 4.4 3-5 Concrete Temperature, o F: 58 Ambient Temperature, o F: 56 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) 4C I 6.00 01/29/2001 7 90,330 3,190 4C 2 6.00 01/29/2001 7 84,410 2,980 Average 3,090 4C 3 02/19/2001 28 4C 4 02219/2001 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 test methods. This report is exclusively for the use of the client indicated above and shall net be reproduced except in full without the written approval of Terracon. Teat results transmitted heroin are only applicable to the aetual samples tested at the Iocofk~(s) referenced and are not necessarily indicative of the properties of ethe~ apparently similar or identical materials. Page 3 of 5 "~"~ CONCRETE COMPRESSIVE STRENGTH TEST Client: Excel Group, Inc. Attn: Bryan Peck 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: Project: 8901 Carpenter Fn~y., Suite #100 Dallas, Texas 75247 (214) 630-1010 January 31,2001 Windsor Estates Coppell, Texas Service Date: January 22, 2001 Project Number: 94001501 Report Number: 94001501.0003 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 3:14pm Supplier: TXI Track No: 66 Mix I.D. No.: 8204 Plant: 41 Ticket No: 2811307 Sample Information Sample Time: 4:00pm Technician: Darrin Phillips Weather Conditions: Sunny, clear Accumulative Yards: 550 Placement Method: Direct discharge Sample Locations: Sta. 8+51 Placement Location: DeForest Street Field Test Data Test Result Specification Slump, inches: 2.00 Air Content, %: 4.5 Concrete Temperature, o F: 59 Ambient Temperature, o F: 57 Plastic Unit Weight, pcf: Laboratory Test Data 2 max 3-5 Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) 5C 1 6.00 01/29/2001 7 111,140 3,930 5C 2 6.00 01/29/2001 7 112,650 3,980 Average 3,960 5C 3 02/19/2001 28 5C 4 02/19/2001 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 test methods. This report is exclusively for the use of the client indicated above and shall nut be reproduced ex~cef~ in full without the written appmvat of Terrace. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the pmpe[ties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Client: Excel Group, Inc. Attn: Bryan Peck 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: Project: 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 630-1010 January 31, 2001 Windsor Estates Coppell, Texas Service Date: January 22, 2001 Project Number: 94001501 Report Number: 94001501.0003 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: Supplier: TXI Truck No: 804 Mix I.D. No.: 8204 Plant: 41 Ticket No: 2811435 Sample Information Sample Time: 5:50pm Technician: Dardn Phillips Weather Conditions: Cloudy, cool Accumulative Yards: 700 Placement Method: Direct discharge Sample Locations: Sta. 6+00 Placement Location: DeForest Street Field Test Data Test Result Slump, inches: 2.00 Air Content, %: 4.4 Concrete Temperature, o F: 59 Ambient Temperature, o F: 51 Plastic Unit Weight, pcf: Laboratory Test Data Specification 2 max 3-5 Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) 6C I 6.00 01/29/2001 7 117,320 4,150 6C 2 6.00 01/29/2001 7 113,080 4,000 Average 4,080 6C 3 02/19/2001 28 6C 4 02/19/2001 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Dan*in Phillips Report Distdbution: (1) Excel Group, Inc. (1) City of Copbell - Engr Dept (1) City of Coppell- Bldg Insp Reviewed by: Edc J. Cleveland, P.E. Senior Project Engineer Tbe tests were performed in general aceordance with applicatfle ASTM test mathods. This repo,'t is exclusively for U~e uce of the client indicated above and shall not be reproduced excep~ in full without the written approval of Terracon. Test results transmitted herein are only applk:abla to the acfual sempies tested at the location(s) referenced and aro not necessarily indicative of the properties of other apparently similar or identical materials.