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Four Seasons 2R-LR050222CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0063 Service Date: January 24, 2005 'll'err can 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Chades Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: February 22, 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,o F: 55 Ambient Temperature, o F: 37 Plastic Unit Weight, pcf: 147.0 Laboratory Test Data 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 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 1 1 6.00 28.27 01/31/2005 1 2 6.00 28.27 01/31/2005 1 3 6.00 28.27 02/21/2005 1 4 6.00 28.27 02/21/2005 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 138,440 4,900 7 137,220 4,850 Average 4,880 28 173,860 6,150 28 174,320 6,160 Average 6,160 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 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: February 22, 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 Supplier: Southern Star Truck No: 1015 Mix I.D. No.: 7752 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 763911 5 Gallons 0 Gallons Result Slump, inches: 5.25 Air Content, %: 4.5 Concrete Temperature, o F: 55 Ambient Temperature, o F: 39 Plastic Unit Weight, pcf: 146.0 Laboratory Test Data 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 3-5 3-6 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 01/31/2005 2 2 6.00 28.27 01/31/2005 2 3 6.00 28.27 02/21/2005 2 4 6.00 28.27 02/21/2005 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 116,160 4,110 7 114,060 4,030 Average 4,070 28 150,550 5,320 28 148,190 5,240 Average 5,280 Services - Obtain samples of fresh concrete at the placement locations, per[orm 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 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 lrerracan 8901 Carpenter Fwvy, Ste #100 Dallas, Texas 75247 (214) 530-1010 Report Date: February 22, 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 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 Field Test Data Test Result Specification Test Method Slump, inches: 5.00 3-5 ASTM C143 Air Content, %: 4.5 3-6 ASTM C231 Concrete Temperature,° F: 55 ASTM C1064 Ambient Temperature, o F: 47 ASTM C1064 Plastic Unit Weight, pcf: 146.0 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) 3 1 6.00 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 6.00 28.27 02/21/2005 28 149,370 5,280 3 4 6.00 28.27 02/21/2005 28 145,540 5,150 Average 5,220 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 wdtten 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 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd ate 100 Piano TX 75074 Report Date: Project: BCE Specialties lrerracon 8901 Carpenter Frwy, Ste #1(30 Dallas, Texas 75247 (214) 630-1010 February 22, 2005 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 Ticket No: 763927 Mix I.D. No.: 7752 WaterAdded Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.75 Air Content, %: 5.2 Concrete Temperature,o 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 Set Specimen Diameter Ama Date No. ID (inches) (sq. inches) Tested 4 1 6.00 28.27 01/31/2005 4 2 6.00 28.27 01/31/2005 4 3 6.00 28.27 02/21/2005 4 4 6.00 28.27 02/21/2005 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 93,760 3,320 7 97,320 3,440 Average 3,380 28 116,520 4,120 28 116,230 4,110 Average 4,120 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 repreduced 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) refere[~ced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5 o~--~ CONCRETE COMPRESSIVE STRENGTH TEST 'Report Number: 94041388.0063 Service Date: January 24, 2005 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: February 22, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 12:22 pm Supplier: Southern Star Truck No: 1840 Mix I.D. No.: 7752 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 5 Gallons 0 Gallons Result Slump, inches: 5.00 Air Content, %: 5.5 Concrete Temperature,O F: 64 Ambient Temperature, o F: 63 Plastic Unit Weight, pcf: 145.0 Laboratory Test Data Sample Information Sample Time: 1:25 pm Date Cast: January 24, 2005 Technician: Nicholas K. Ciofani Weather Conditions: Sunny Accumulative Yards: 410 Placement Method: Direct Discharge Sample Locations: 45' N & 420' E of NW corner Placement Location: See page 1 Specification Test Method 3-5 3-6 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 5 1 6.00 28.27 01/31/2005 5 2 6.00 28.27 01/31/2005 5 3 6.00 28.27 02/21/2005 5 4 6.00 28,27 02/21/2005 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 90,580 3,200 7 88,320 3,120 Average 3,160 28 119,160 4,210 28 114,540 4,050 Average 4,130 Services - Obtain samples of fresh concrete at the 31acement 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) CityorCoppellmX (l) BCE Specialties Reviewed by: ~' (1) City of Coppell TX Robert D. Ray, S.' E. ET// Senior Project M~er The te~ta w~re per~ormed in generel ecoordance with epplicable ASTM~ AASHTO, or DOT test methode. Thie roped ie exclu*iYe~y [or the ual'~of the client indioatc~l aPoYe end *hell not be reprodu¢~:l e~cept in full without the written consent of our company. 'reef reeulte tmn*mitted herein ere only epplicable to the actual eamplea teated et the lcoetion(e) referenced end are not neceeeerHy indioetiYe of the properties of other epparently similar or identical materials.