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Four Seasons 2R-LR050131CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0083 Service Date: January 24, 2005 ll'erracon 8901 Carpenter F~vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 31,2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 7:30 am Supplier: Southern Star Truck No: 1092 Mix I.D. No.: 7752 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 775738 5 Gallons 0 Gallons Result Slump, inches: 4.50 Air Content, %: 4.5 Concrete Temperature,© F: 55 Ambient Temperature, o F: 37 Plastic Unit Weight, pcf: 147.0 Laboratorv Test Data Set Specimen Diameter Area No. ID (inches) .(scl. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 1 4 Sample Information Sample Time: 8:10 am Date Cast: January 24, 2005 Technician: Nicholas K. Ciofani Weather Conditions: Sunny Accumulative Yards: 30 Placement Method: Direct Discharge Sample Locations: 35' N & 220' E from NW corner Placement Location; Pavement 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) (lbs) (psi) 01/31/2005 7 138,440 4,900 01/31/2005 7 137,220 4,850 Average ~ 02/21/2005 28 02/21/2005 28 Services - Obtain samples of fresh concrete at the placement locations strength samples. 01rform required field tests and cast compressive 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: 94041388.0063 Service Date: January 24, 2005 'lrerracan 8901 Carpenter Fn,vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 31,2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 8:48 am Plant: 29 Supplier: Southern Star Truck No: 1015 Mix I.D. No.: 7752 Water Added Onsite Before Test: 5 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 4.5 Concrete Temperature,° F: 55 Ambient Temperature, o F: 39 Plastic Unit Weight, pcf: 146.0 Laborator~ Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) Ticket No: 763911 Sample Information Sample Time: 9:15 am Date Cast: January 24, 2005 Technician: Nicholas K. Ciofani Weather Conditions: Partly cloudy, sunny Accumulative Yards: 110 Placement Method: Direct Discharge Sample Locations; 40' N & 180' E of NW corner Placement Location: See page 1 Specification Test Method 3-5 3-6 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 2 1 6.00 28.27 01/31/2005 7 116,160 4,110 2 2 6.00 28.27 01/31/2005 7 114,060 4,030 Average 4,070 2 3 02/21/2005 28 2 4 02/21/2005 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 2 of 5 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0063 Service Date: January 24, 2005 ll'erracan 8901 Carpenter Fn~j, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 31,2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:48 am Plant: 29 Supplier: Southern Star Truck No: 931 Mix I.D. No.: 7752 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 4.5 Concrete Temperature, o F: 55 Ambient Temperature, o F: 47 Plastic Unit Weight, pcf: 146.0 Ticket No: 763919 Sample Information sample Time: 10:20 am Date Cast: January 24, 2005 Technician: Nicholas K. Ciofani Weather Conditions: Sunny Accumulative Yards: 210 Placement Method: Direct Discharge Sample Locations: 45' N & 40' E of NW corner Placement Location: See page 1 Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM Cl 064 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 3 1 600 28.27 01/31/2005 7 124,930 4,420 3 2 6.00 28.27 01/31/2005 7 115,570 4,090 Average 4,260 3 3 02/21/2005 28 3 4 02/21/2005 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 repod 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 propedies of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0063 Service Date: January 24, 2005 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 31,2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 10:46 am Plant: 29 Supplier: Southern Star Truck No: 1823 Mix I.D. No.: 7752 WaterAdded Onsite Before Test: 10 Gallons Water Added Onsite After Test: Field Test Data Test Ticket No: 763927 0 Gallons Result Slump, inches: 5.75 Air Content, %: 5.2 Concrete Temperature,© F: 55 Ambient Temperature, o F: 54 Plastic Unit Weight, pcf: 146.0 Laboratory Test Data Sample Information Sample Time: 11:35 am Date Cast: January 24, 2005 Technician: Nicholas K. Ciofani Weather Conditions: Sunny Accumulative Yards: 310 Placement Method: Direct Discharge Sample Locations: 30' N & 360' E of NW corner Placement Location: See page 1 Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 4 I 6.00 28.27 01/31/2005 7 93,760 3,320 4 2 6.00 28.27 01/31/2005 7 97,320 3,440 Average 3,380 4 3 02/21/2005 28 4 4 02/21/2005 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 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0063 Service Date: January 24, 2005 'll'erracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 31, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi ~ 28 Days Sample Information Sample Time: 1:25 pm Date Cast: January 24, 2005 Technician: Nicholas K. C[ofani Batch Time: 12:22 pm Plant: 29 Weather Conditions: Sunny Supplier: Southern Star Accumulative Yards: 410 Truck No: 1840 Ticket No: Placement Method: Direct Discharge Mix I.D. No.: 7752 Sample Locations: 45' N & 420' E of NW corner Water Added Onsite Before Test: 5 Gallons Placement Location: See page 1 Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Specification Test Method Slump, inches: 5.00 3-5 ASTM C143 Air Content, %: 5.5 3-6 ASTM C231 Concrete Temperature, o F: 64 ASTM C1064 Ambient Temperature, ° F: 63 ASTM C1064 Plastic Unit Weight, pcf: 145.0 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 5 1 6.00 28.27 01/31/2005 7 90,580 3,200 5 2 6.00 28.27 01/31/2005 7 88,320 3,120 Average 3,160 5 3 02/21/2005 28 5 4 02/21/2005 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Nicholas K. Ciofani Report Distribution: ,~~~ (1) Hill & Wilkinson LTD (1) TMBP Consulting Engineers (1) City of Coppell TX (1) BCE Specialties Reviewed by: (1) City of Coppell TX (1) Hardy McCullah/MLM Architects Inc 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 net be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actuaI samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials