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St Joseph-LR021127CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 8:95am Plant: 27 Supplier: Hanson Truck No: 1880 Mix I.D. No.: 7724 Ticket No: 272224 Sample Information Sample Time: 9:00am Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool, cloudy Accumulative Yards: 90 Placement Method: Direct Discharge Sample Locations: Sta. 17+00 Placement Location: Paving, Starleaf Road (~ Sta. 6+19 to Sra. 18+50 Field Test Data Test Result Specification Test Method Slump, inches: 4.00 3-5 ASTM C-143 Air Content, %: 8.0 3-6 ASTM C-231 Concrete Temperature,° F: 65 55 - 95 ASTM C1064 Ambient Temperature, o F: 55 ASTM C-1064 Plastic Unit Weight, pcf: 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 1 6.00 28.27 11/06/2002 7 105,190 3,720 1 2 6.00 28.27 11/06/2002 7 110,090 3,890 Average 3,810 1 3 6.00 28.27 11/27/2002 28 129,000 4,560 1 4 6.00 28.27 11/27/2002 28 135,050 4,780 Average 4,670 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 7 ~ LLW~0~-F~*~.y ,CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 9:47am Plant: 27 Supplier: Hanson Truck No: 1015 Mix I.D. No.: 7724 Ticket No: 272235 Sample Information Sample Time: 10:30am Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool, cloudy Accumulative Yards: 200 Placement Method: Direct Discharge Sample Locations: Sra. 15+00 Placement Location: S~e page I Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result Specification Test Method 2.50 3-5 ASTM C-143 6.9 3-6 ASTM C-231 71 55 - 95 ASTM C1064 65 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 11/06/2002 2 2 6.00 28.27 11/06/2002 2 3 6.00 28.27 11/27/2002 2 4 6.00 28.27 11/27/2002 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 128,040 4,530 7 133,060 4,710 Average 4,620 28 143,130 5,060 28 142,410 5,040 Average 5,050 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 2 of 7 ~,-LLW~.0~-F~.. ~.~ ,CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 'lrerr can 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: 10:58am Supplier: Hanson Truck No: 1015 Mix I.D. No.: 7724 Plant: 27 Ticket No: 272242 Sample Information Sample Time: 12:25pm Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool,cloudy Accumulative Yards: 300 Placement Method: Direct Discharge Sample Locations: Sta. 12+00 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 4.50 3-5 ASTM C-143 Air Content, %: 7.5 3-6 ASTM C-231 Concrete Temperature,° F: 69 55 - 95 ASTM C1064 Ambient Temperature, o F: 60 ASTM C-1064 Plastic Unit Weight, pcf: 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 11/06/2002 7 106,230 3,760 3 2 6.00 28.27 11/06/2002 7 107,980 3,820 Average 3,790 3 3 6.00 28.27 11/27/2002 28 162,700 5,750 3 4 6.00 28.27 11/27/2002 28 155,510 5,500 Average 5,630 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 3 of 7 o~ L~w~.o~-~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: 12:25pm Supplier: Hanson Truck No: 1089 Mix I.D. No.: 7724 Plant: 27 Ticket No: 320668 Sample Information Sample Time: 1:50pm Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool, cloudy Accumulative Yards: 400 Placement Method: Direct Discharge Sample Locations: Sta. 9+00 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 3.50 3-5 ASTM C-143 Air Content, %: 5.5 3-6 ASTM C-231 Concrete Temperature,° F: 66 55 - 95 ASTM C1064 Ambient Temperature, o F: 60 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data 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 11/06/2002 7 129,700 4,590 4 2 6.00 28.27 11/06/2002 7 130,570 4,620 Average 4,610 4 3 6.00 28.27 11/27/2002 28 162,230 5,740 4 4 6.00 28.27 11/27/2002 28 163,840 5,790 Average 5,770 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 4 of 7 o~ LL~',.O,-~,*~'~.~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 'll'erracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 1:26pm Supplier: Hanson Truck No: 1888 Mix I.D. No.: 7724 Plant: 27 Ticket No: 272257 Sample Information Sample Time: 2:3§pm Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool, cloudy Accumulative Yards: 500 Placement Method: Direct Discharge Sample Locations: Sta. 8+00 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 2.75 3-5 ASTM C-143 Air Content, %: 5.1 3-6 ASTM C-231 Concrete Temperature, o F: 68 55 - 95 ASTM C1064 Ambient Temperature, o F: 57 ASTM C-1064 Plastic Unit Weight, pcf: 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 11/06/2002 7 123,800 4,380 5 2 6.00 28.27 11/06/2002 7 125,890 4,450 Average 4,420 5 3 6.00 28.27 11/27/2002 28 147,440 5,210 5 4 6.00 28.27 11/27/2002 28 149,250 5,280 Average 5,250 Services - Obtain samples of fresh concrete at the placement locations, pedorm 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 5 of 7 Q~ LLW~,0,-~, CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 31'erracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 2:45pm Supplier: Hanson Truck No: 890 Mix I.D. No.: 7724 Plant: 27 Ticket No: 320685 Sample Information Sample Time: 4:30pm Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool, cloudy Accumulative Yards: 600 Placement Method: Direct Discharge Sample Locations: Sta. 7+00 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 3.00 3-5 ASTM C-143 Air Content, %: 5.3 3-6 ASTM C-231 Concrete Temperature,° F: 65 55 - 95 ASTM C1064 Ambient Temperature, o F: 65 ASTM C-1064 Plastic Unit Weight, pcf: 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 6.00 26.27 11/06/2002 7 159,380 5,640 6 2 6.00 28.27 11/06/2002 7 160,690 5,680 Average 5,660 6 3 6.00 28.27 11/27/2002 26 191,750 6,780 6 4 6.00 28.27 11/27/2002 28 197,110 6,970 Average 6,880 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 6 of 7 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0173 Service Date: October 30, 2002 ll'erracan 8901 Carpenter Fn,vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: November 27, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: 4:00pm Supplier: Hanson Truck No: 80 Mix I.D. No.: 7724 Plant: 27 Ticket No: 320690 Sample Information Sample Time: 5:15pm Date Cast: October 30, 2002 Technician: Michael P. Ardito Weather Conditions: Cool, cloudy Accumulative Yards: 680 Placement Method: Direct Discharge Sample Locations: Sta. 6+19 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 3.00 3-5 ASTM C-143 Air Content, %: 5.0 3-6 ASTM C-231 Concrete Temperature,° F: 66 55 - 95 ASTM C1064 Ambient Temperature, o F: 57 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 7 1 6.00 28.27 11/06/2002 7 122,090 4,320 7 2 6.00 28.27 11/06/2002 7 112,880 3,990 Average 4,160 7 3 6.00 28.27 11/27/2002 28 134,140 4,740 7 4 6.00 28.27 11/27/2002 28 132,390 4,680 Average 4,710 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. , .......... ....' '-.... ~ LY~gOr~ J. COX Technician: Michael P. Ardito Repo~ Distribution: ...... ~-- "'-~ HBC/Terraco~ (1) St. Joseph Village, Inc. (1) City of Coppell Engineering (1) hguirre Corporation (1) SI Andrews Management Reviewed by: (1) Centex - Jobsite (1) St Andrews Management ~ Lyndon J/~ox, P.E. (1) Ci~ of Coppell - Bldg Insp Princip~lEngineer The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repoA is exclusively for t~ use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitt~ herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propeAies of other apparently similar or identical materials. Page 7 of 7