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St Joseph-LR021010CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0142 Service Date: October 2, 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 Report Date: October 10, 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: 10:17am Plant: 27 Supplier: Hanson Truck No: 648 Mix i.D. No.: 7750 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 271927 Sample Information Sample Time: 9:30am Date Cast: October 2, 2002 Technician: Michael P. Ardito Weather Conditions: Warm, windy Accumulative Yards: 130 Placement Method: Pump Sample Locations: Loop road, NE of Main Bldg. Placement Location: Pavement @ Fire Lane Leaveouts Result Specification Test Method 6.50 3-5 ASTM C-143 4.2 3-6 ASTM C-231 82 ASTM C1064 75 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 1 1 6.00 28.27 10/09/2002 7 104,550 3,700 1 2 6.00 28.27 10/09/2002 7 108,250 3,830 Average 3,770 1 3 10/30/2002 28 1 4 10/30/2002 28 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 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 3 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0142 Service Date: October 2, 2002 Client: St. Joseph Village, inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 ENGINEERINIG 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: October 10, 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: 9:03am Supplier: Hanson Truck No: 766 'Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Ticket No: 271931 Sample Information Sample Time: 10:35am Date Cast: October 2, 2002 Technician: Michael P. Ardito Weather Conditions: Warm, windy Accumulative Yards: 200 Placement Method: Pump Sample Locations: SE corner of Loop Road Placement Location: See page 1 Result Specification Test Method 6.50 3-5 ASTM C-143 5.0 3-6 ASTM C-231 85 ASTM C1064 77 ASTM C-1064 Slump, inches: Air Content, %: Concrete Temperature,O F: Ambient Temperature, o F: 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) 2 1 6.00 28.27 10/09/2002 7 106,850 3,780 2 2 6.00 28.27 10/09/2002 7 102,930 3,640 Average 3,710 2 3 10/30/2002 28 2 4 10/30/2002 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 approval of Terracon. Test resutts 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 3 0~_w,~,*~.~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0142 Service Date: October 2, 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 Report Date: October 10, 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: 10:17am Supplier: Hanson Truck No: 766 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Ticket No: 271937 Sample Information Sample Time: 11:45am Date Cast: October 2, 2002 Technician: Michael P. Ardito Weather Conditions: Warm, windy Accumulative Yards: 260 Placement Method: Pump Sample Locations: SW corner of Loop Road Placement Location: See page 1 Result Specification Test Method Slump, inches: 7.50 3-5 ASTM C-143 Air Content, %: 5.5 3-6 ASTM C-231 Concrete Temperature,° F: 89 ASTM C1064 Ambient Temperature, o F: 80 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 10/09/2002 7 102,150 3,610 3 2 6.00 28.27 10/09/2002 7 100,420 3,550 Average 3,580 3 3 10/30/2002 28 3 4 10/30/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. W %...- ~ '--..~ ~*/ ~ '.. ~ ',, LYN O COX ,, ~ '-..7.~.~...-';xZ~ Technician: Michael P. Ardito Repeal Distribution: ~ HBC Engin~ (1) St. Joseph Village, Inc. (1) Ci~ of Coppell Engineering (1)Agui~Co~orat~on (1)StAndmwsUanagement Reviewed by: ~-[~ ~ (1) Centex - Jobs[te (1) St Andes Management ~ Lyndon~. Cox P'.E. (1) Ci~ of Cop~ll - Bldg Insp ~ Pfin Engineer The tests were pedo~ed in general ac~rdan~ with appli~ble ASTM, ~SHTO, or DOT test methods. This repoA is exclusiv~or the use of ~e client indicted above and shall not be reproduced except in full ~thout the wri~en approval of Terracon. Test resul~ transmiffed 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 identi~l materials. Page 3 of 3 ~,~w~,-.~.~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0150 Service Date: October 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 Report Date: October 10, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 2:42pm Supplier: LMC Truck No: 830 Mix I.D. No.: 842 Plant: 3 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 3151485 Sample Information Sample Time: N/A Date Cast: October 2, 2002 Technician: Contractor Made Weather Conditions: N/A Accumulative Yards: 50 Placement Method: N/A Sample Locations: See placement location Placement Location: N Side Box Culvert Outer Wall Result Specification Test Method N/A 3-5 ASTM C-143 3-6 N/A ASTM C 1064 N/A ASTM C-1064 Set Specimen Diameter Area Date No. iD (inches) _(sq. inches) Tested I 1 6.00 28.27 10~09~2002 7 113,140 4,000 1 2 6.00 28.27 10/09/2002 7 110,300 3,900 Average 3,950 1 3 10/30/2002 28 1 4 10/30/2002 28 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. Technician: Contractor Made Report Distribution: (1) St. Joseph Village, thC, (1) Aguirre Corporation (1) Centex - Jobsite (1) City of Coppell - Bldg Insp (1) City of Coppell Engineering (1) St Andrews Management (1) St Andrews Management Reviewed Lyndon J. Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel~ :ox, P.E. ngineer 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 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 1 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0102 Service Date: September 10, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: Project: St. Joseph Village ENCt~NEEI~J'~3 8901 Carpenter Fn,vy., Suite #100 Dallas, Texas 75247 (214) 630-1010 October 10, 2002 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 7:00am Supplier: Hanson Truck No: 1888 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,© F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 4.50 4.7 88 76 Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 6.00 28.27 1 4 6.00 28.27 Ticket No: 209859 Sample Information Sample Time: 8:10am Date Cast: September 10, 2002 Technician: Marvin R, Arandia Weather Conditions: Clear Accumulative Yards: 10 Placement Method: Pump Sample Locations: See placement location Placement Location: Pavement - See attached sketch Specification Test Method 3-5 ASTM C-143 3-6 ASTM C-231 ASTM C 1064 ASTM C-1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 09/17/2002 7 113,710 4,020 09/17/2002 7 115,500 4,060 Average 4,050 10/08/2002 28 144,900 5,120 10/08/2002 28 140,650 4,970 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 Terracen. 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: 94021187.0102 Service Date: September 10, 2002 I~NGINIdER~¢Ci 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: October 10, 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: 8:10am Supplier: Hanson Truck No: 1806 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.75 3.0 9O 78 Ticket No: 209867 Sample Information sample Time: 9:00am Date Cast: September 10, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 100 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Test Method 3-5 ASTM C-143 3-6 ASTM C-231 ASTM Cl 064 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 09/17/2002 2 2 6.00 28.27 09/17/2002 2 3 6.00 28.27 10/08/2002 2 4 6.00 28.27 10/08/2002 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 97,880 3,460 7 97,900 3,460 Average 3,460 28 125,020 4,420 28 126,270 4,470 Average 4,450 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 lull 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. ~'CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0102 Service Date: September 10, 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: October 10, 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: 9:07am Supplier: Hanson Truck No: 923 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Ticket No: 209876 Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Sample Information Sample Time: 10:20am Date Cast: September 10, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 200 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Result Specification Test Method 5.50 3-5 ASTM C-143 3.5 3-6 ASTM C-231 90 ASTM C1064 86 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) 3 1 6.00 28.27 09/17/2002 7 95,590 3,380 3 2 6.00 28.27 09/17/2002 7 90,620 3,200 Average 3,290 3 3 6.00 28.27 10/08/2002 28 119,670 4,230 3 4 6.00 28.27 10/08/2002 28 118,610 4,190 Average 4,210 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. ' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0102 Service Date: September 10, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: October 10, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Ma terial In formation Specified Strength: 3500 psi @ 28 Days Batch Time: 10:54am Plant: 27 Supplier: Hanson Truck No: 1020 Mix I.D. No.: 7750 Field Test Data Test Result Slump, inches: 5.75 Air Content, %: 4.0 Concrete Temperature,o F: 90 Ambient Temperature, o F: 95 Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 4 1 6.00 28.27 4 2 6.00 28.27 4 3 6.00 28.27 4 4 6.00 28.27 Ticket No: 209892 Sample Information Sample Time: 12:05pm Date Cast: September 10, 2002 Technician: Marvin R. Arandia Weather Conditions: Partly cloudy Accumulative Yards: 300 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Test Method 3-5 ASTM C-143 3-6 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 09/17/2002 7 91,210 3,230 09/17/2002 7 91,140 3,220 Average 3,230 10/08/2002 28 123,330 4,360 10/08/2002 28 121,150 4,280 Average 4,320 Services - Technician: Marvin R. Arandia Report Distribution: (1) St. Joseph Village, Inc. (1) Aguirre Corporation (1) Centex- Jobsite (1) City of Coppell - Bldg Insp Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples· , LYNDON J. COX (1) City of Coppell Engineering ~ (t) St Andrews Management Reviewed by: ~,,. (1) St Andrews Management The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the neer ~ 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. NOTE: BORING LOCATIONS ABE APPROXIMATE / / / / ! / / / ! / ! / ! ! ! ! / ! ! ! ! / ! ! / ! ! / ! ! / BORING LOCATION DIAGRAM ST. JOSEPH'S VILLAGE SANDY LAKE ROAD COPPELL, TEXAS HBC ProJecl~ No., ~.~//~F~. ~/~ ~ 0 150 300 FEET Date, APPROXIMATE SCALE