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St Joseph-LR020930CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0096 Service Date: September 4, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 " ~ 8901 Carpenter Frwy., Suite #100 ~ [ Dallas, Texas 75247 (214) 630-1010 ~ate: September 30, 2002 Pr?j~t': St. Joseph Village---~ 1201 East S~d CoppeflT-TX 75019 Project Number: 94021187 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 2:50pm SuppLier: LMC Truck No: 804 Mix I.D. No.: 842 Plant: 6 Ticket No: 6182016 Slump, inches: Air Content, %: Concrete Temperature,© F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Sample Information Sample Time: 3:50pm Date Cast: August 30, 2002 Technician: Contractor Made Weather Conditions: Clear Placement Method: Sample Locations: See placement location Placement Location: Junction Box Upper Walls @ Sta. 4+20 Line A & Inlet @ Sta. 8+96 Field Test Data Test Result Specification Test Method N/A 3-5 ASTM C-143 3-6 ASTM C 1064 ASTM C-1064 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 I 6.00 28.27 09/06/2002 7 106,480 3,770 1 2 6.00 · 28.27 09/06/2002 7 109,420 3,870 Average 3,820 1 3 6.00 28.27 09/27/2002 28 138,690 4,900 I 4 6.00 28.27 09/27/2002 28 137,450 4,860 Average 4,880 Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. LYNDON J. COX ~,',~'.. 66401 .:'~ Technician: Marlo R. Villanueva Report Distribution: /") HBC Engi eripg"') (1) St. Joseph Village, Inc. (1) City of Coppell Engineering ~/ ~ (~ (1) Aguirre Corporation (1) St Andrews Management Reviewed by: ///~,A~_ "- ~ (I) Centex - Jobsite (1) St Andrews Management ' ~ L d~n~m C p.E. ~ The tests were Performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for t.l'~ ~ of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only ~ )licable 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 1 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0090 Service Date: August 28, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 ENGINEERING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: September 03, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 4200 psi @ 28 Days Batch Time: N/A Supplier: LMC Truck No: N/A Mix i.D. No.: Unknown Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: N/A Sample Information Sample Time: N/A Date Cast: August 23, 2002 Technician: Contractor Made Weather Conditions: N/A Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: See placement location Placement Location: Junction Box @ Sra. 2+25 Line A Result Specification Test Method N/A 3-5 ASTM C-143 3-6 N/A ASTM C1064 N/A ASTM C-1064 Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 08/30/2002 7 1 2 6.00 28.27 08~/30/2002 7 Average 1 3 09/20/2002 28 1 4 09/20/2002 28 Maximum Compressive Load Strength (lbs) (psi) 106,930 3,780 110,590 3,910 3,850 Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. Technician: Bryan C. Hughes Report Distribution: /'~ HBC En/~.qineeri~ (1) St. Joseph Village, Inc. (1) City of Coppell Engineering ~"~ (1) Aguirre Corporation (1) St Andrews Management Reviewed by: (1) Centex - Jobsite (1) St Andrews Management (1) City of Coppell * slag tnsp ~/ pfincipat ~ngineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively~Sr the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. 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 I CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0083 Service Date: August 23, 2002 Client: St. Joseph Village, !nc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: September 03, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 3:40am Supplier: Hanson Truck No: 648 Mix I.D. No.: 7750 Plant: 27 Ticket No: 209408 Sample Information Sample Time: 4:35am Date Cast: August 23, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 20 Placement Method: Pump Sample Locations: See placement location Placement Location: Pavement @ Drive N of Main Bldg. & Parking Drive W - See attached sketch. · Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laborator~ Test Data Result Specification Test Method 3.00 3-5 ASTM C-143 6.0 3-6 ASTM C-231 94 ASTM C1 O64 82 ASTM C-1064 Age at Test (days) Set Specimen Diameter Area Date No. ID (inches)_(sq. inches) Tested I 1 6.00 28.27 08/30/2002 7 95,800 1 2 6.00 28.27 08~30~2002 7 105,350 Average 09/20/2002 28 1 3 09/20/2002 28 1 4 Maximum Compressive Load Strength (lbs) (psi) 3,390 3,730 3,560 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 approval of Terracon. 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 5 0~_w,~.r.~,.K.~