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Four Seasons 2R-LR050114 CONCRETE COMPRESSIVE STRENGTH TEST . Report Number: 940413880056 Service Date: December 30, 2004 'lrei racan 8901 Carpenter Frwy Ste#100 Dallas fe,:as 75247 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report D~JanuaFy 14 2005 Project: BCE Specialt_~s~~-~ ~'~{'-~andy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 3:45 am Supplier: Southern Star Truck No: 2 Mix I.D. No.: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Result Slump, inches: 800 Air Content, %: 1.6 Concrete Temperature, o F; 62 Ambient Temperature, o F: 61 Plastic Unit Weight, pcf: 1472 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 6.00 28,27 6.00 28.27 Plant: 29 Ticket No: 751255 5 Gallons 0 Gallons 3 4 Sample Information Sample Time: 420 am Date Cast: December 30, 2004 Technician: Michael E Odom Weather Conditions: Cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: C5/2.5 Placement Location: Bldg. Slab-on-Grade Specification Test Method 50 Max ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 01/06/2005 7 102,050 / 3,610 '~ ~,~.. 3,650~,~ 01/06/2005 7 103,250 Average 3,630 01/27/2005 28 01/27/2005 28 Services Obtain samples of fresh conc~.~at the placement locations, perform required field tests and cast compressive strength samples. J '~ ~ The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the chent 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 9 i cONCRETE COMPRESSIVE STRENGTH TEST · Report Number: 94041388.0056 Service Date: December 30, 2004 'lrerracon 8901 CarpenterFrwy 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 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 5:00 am Supplier: Southern Star Truck No: 834 Mix I,D. No: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 751265 0 Gallons 0 Gallons Result Slump, inches: 6.00 Air Content, %: 1.7 Concrete Temperature, o F: 62 Ambient Temperature, o F: 61 Plastic Unit Weight, pcf: 150.4 Laboratory Test Data Sample Information Sample Time: 5:20 am Date Cast: December 30, 2004 Technician: Michael E Odom Weather Conditions: Cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: B/4 Placement Location: See page 1 Specification Test Method 5.0 Max 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) 2 1 6,00 2827 01/06/2005 7 103,550 3,660 2 2 6.00 28.27 01/06/2005 7 100,310 3,550 Average 3,610 2 3 01/27/2005 28 2 4 01/27/2005 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 m full without the written consent of our company Test results transmitted hereto are onlyapphcable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properhes of other apparently s~rnilar or identical materials. Page 2 of 9 cONCRETE COMPRESSIVE STRENGTH TEST Report Number: 940413880056 Service Date: December 30, 2004 '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 14. 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: Supplier: Southern Star Truck No: 890 Mix I.D. No.: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 751276 0 Gallons 0 Gallons Result Slump, inches: 5.75 Air Content, %: 1.4 Concrete Temperature, o F: 62 Ambient Temperature, o F: 62 Plastic Unit Weight, pcf: 150.0 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq inches) 3 1 600 28.27 3 2 6.00 28.27 3 3 3 4 Sample Information Sample Time: 6:55 am Date Cast: December 30. 2004 Technician: Michael E Odom Weather Conditions: Cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: C1/5.2 Placement Location: See page 1 Specification Test Method 50 Max ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 01/06/2005 7 105,790 3,740 01/06/2005 7 103,010 3.640 Average 3,690 01/27/2005 28 01/27/2005 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 fu[I without the written consent of our company Test results transmitted herein are onlyapp[icable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently s~milar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 940413880056 Service Date: December 30, 2004 i r erracan 8901 Carpenter Frwy Ste#100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagiand 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 7:00 am Supplier: Southern Star Truck No: 834 Mix I.D. No.: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 751284 0 Gallons 0 Gallons Result Slump, inches: 6 00 Air Content, %: 1.4 Concrete Temperature, o F: 62 Ambient Temperature, o F: 63 Plastic Unit Weight, pcf: 149.2 Laboratory Test Data Sample Information Sample Time: 7:45 am Date Cast: December 30, 2004 Technician: Michael E Odom Weather Conditions Cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: A5/56-57 Placement Locabon See page 1 Specification Test Method 50 Max ASTM C143 ASTM C231 ASTM C1064 ASTM C 1064 ASTM C138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq inches) Tested (days) (lbs) (psi) 4 1 6.00 28.27 0110612005 7 104,210 3,690 4 2 6.00 28.27 01/06/2005 7 100,770 3,560 Average 3,630 4 3 01/27/2005 28 4 4 01/27/2005 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 propedies of other apparently similar or identical materials Page 4 of 9 ~" ~'~"~" ~ ......... CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0056 Service Date: December 30, 2004 'lre racon 8901 CarpenterFrwy Ste#100 Dallas [exas75247 (214) 630 ;010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: January 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 8:35 am Plant: 29 Supplier: Southern Star Truck No: 1824 Ticket No: 751297 Mix I.D. No.: 9349 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Sample Information Sample Time 1040am Date Cast December 30 2004 Technician Michael E Odom Weather Conditions Cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: CI7.5 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 6.25 5.0 Max ASTM C143 Air Content, %: 1.8 ASTM C231 Concrete Temperature, o F: 67 ASTM C1064 Ambient Temperature, o F: ASTM C1064 Plastic Unit Weight, pcf: N/A 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 01/06/2005 7 77,660 2,750 5 2 6.00 28.27 01/06/2005 7 80,590 2,850 Average 2,800 5 3 01/27/2005 28 5 4 01/27/2005 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 applicableASTM. AASHTO. or DOT test methods This report isexclus~vely 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 hereto are only applicable to the actual samples tested at the location(s/ referenced and are not necessarily indicahve of the properties of other apparently % tm'ar ~' :denhOal materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 940413880056 Service Date: December 30, 2004 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 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road CoppelL TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days BatchTime: 11:15am Plant: 29 Supplier: Southern Star Truck No: 923 Ticket No: 763376 Mix I.D. No.: 9349 Water Added Onsite Before Test: 25 Gallons Water Added Onsite After Test: 0 Gallons Sample Information Sample Time: 11:30 am Date Cast: December 30, 2004 Technician: Michaet E. Odom Weather Conditions: Accumulative Yards: 860 Placement Method: Pump Sample Locations: B 5/78-7 9 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 6.25 50 Max ASTM C143 Air Content, %: N/A ASTM C231 Concrete Temperature, o F: 69 ASTM C1064 Ambient Temperature, o F: 70 ASTM C1064 Plastic Unit Weight, pcf: 1460 ASTM C 138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. iD (inches) (sq inches) Tested (days) (lbs) (psi) 6 1 600 28.27 01/06/2005 7 100,170 3,540 6 2 6.00 28.27 01/06/2005 7 93,980 3,320 Average 3,430 6 3 01/27/2005 28 6 4 01/27/2005 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 m 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 ~dentical materials ,, ..,. ..... Page 6 of 9 cONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0056 Service Date: December 30, 2004 '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 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 11:30. am Supplier: Southern Star Truck No: 2040 Mix I.D No: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 751319 0 Gallons 0 Gallons Result Slump, inches: 5.50 Air Content, %: 1 2 Concrete Temperature, o F: 71 Ambient Temperature, o F: 73 Plastic Unit Weight, pcf: 151.2 Laboratory Test Data Sample Information Sample Time: 12:55pm Date Cast: December 30, 2004 technician Michael E Odom Weather Conditions: Partly cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: C.8/9.2-9.3 Placement Location: See page 1 Specification Test Method 50 Max 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) (tbs) (psi) 7 1 6.00 2827 01/06/2005 7 112,000 3.960 7 2 600 2827 01/06/2005 7 114,300 4 040 Average 4,000 7 3 01/27/2005 28 7 4 01/27/2005 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 oply apphcable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properhes of othel apparently $~rnilar or identical materials Page 7 of 9 i H~[ .......... CONCRETE COMPRESSIVE STRENGTH TEST · Report Number: 94041388.0056 Service Date: December 30, 2004 'irerracan 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 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 1:05 pm Supplier: Southern Star Truck No: 923 Mix I.D. No,: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 763389 5 GaLlons 0 Gallons Result Slump, inches: 5.50 Air Content, %: 1.4 Concrete Temperature, o F: 91 Ambient Temperature, o F: 73 Plastic Unit Weight, pcf: 150.2 LaboratorF Test Data Sample Information Sample Time: 1:45 pm Date Cast: December 30, 2004 Technician: Michael E. Odom Weather Conditions: Partly cloudy Accumulative Yards: 860 Placement Method: Pump Sample Locations: C9/105 Placement Location See page 1 Specification Test Method 50 Max ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compresswe Set Specimen Diameter Area Date Test Load Strength No. iD (inches) (sq. inches) Tested (days) (lbs) (psi) 8 1 6.00 28.27 01/06/2005 7 97,170 3,440 8 2 6.00 2827 01/06/2005 7 98,540 3,480 Average 3,460 8 3 01/27/2005 28 8 4 01/27/2005 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were per[ormed 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: 940413880056 Service Date: December 30, 2004 'irE racon 8901 Calperlter 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 14, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 1:50 pm Supplier: Southern Star Truck No: 844 Mix I.D. No.: 9349 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 29 Ticket No: 708441 5 Gallons 0 Gallons Result Slump, inches: 475 Air Content, %: N/A Concrete Temperature, o F: 72 Ambient Temperature, o F: 77 Plastic Unit Weight, pcf: N/A Laboratory Test Data Sample Information Sample Time 300pm Date Cast L, ecemee~ 30 2004 Technician: Michael E Odom Weather Conditions: Partly cloudy Accumulative Yards: 900 Placement Method; Pump Sample Locations: A.5/1t 7 Placement Location: See page 1 Specification Test Method 5.0 Max 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) 9 1 600 2827 01/06/2005 7 107,140 3,790 9 2 6.00 28.27 01/06/2005 7 108,500 3,840 Average 3,820 9 3 01/27/2005 28 9 4 01/27/2005 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Michael E. Odom Repor~ Distribution: ~ E~../,, (1) Hill & Wilkinson LTD (1) TMBP Consulbng Engineers (1) City of Coppell TX (1) BCE Specialties Reviewed by: (1) City of Coppell TX sReOn ~oerr tp rDo eRSt YlviSa r~er (1) Hardy McCulIah/MLM Architects Inc The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exclusively for the L~se of the cliem indicated above and shall not be reproduced except in full without the written consent of our company Tesl results transnqltted l~ele~l~ are un[y apphcable to the actual samples tested at the location(s) referenced and are not necessarily indicative of tde properties of other 3pparef;tl~ materials