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St Joseph-LR020923CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0107 Service Date: September 13, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: Project: St. Joseph Village ENGINEEP, ING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 September 23, 2002 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: 648 Mix I.D. No.: 7750 Plant: 27 Ticket No: 216075 Sample Information Sample Time: 8:45am Date Cast: September 13, 2002 Technician: Joseph B. Gordon Weather Conditions: Clear Accumulative Yards: 350 Placement Method: Pump Sample Locations: See placement location Placement Location: See attached sketch Field Test Data Test Result Specification Test Method Slump, inches: 4.75 3-5 ASTM C-143 Air Content, %: 4.9 3-6 ASTM C-231 Concrete Temperature,° F: 86 ASTM C1064 Ambient Temperature, o F: 82 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 09/20/2002 7 1 2 6.00 28.27 09/20/2002 7 Average 1 3 10/11/2002 28 1 4 10/11/2002 28 Maximum Compressive Load Strength (lbs) (psi) 80,990 2,860 90,280 3,190 3,030 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 4 ~-LL.,~.O~-~,..KW CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0107 Service Date: September 13, 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: September 23, 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: 9:00am Supplier: Hanson Truck No: 837 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: Ticket No: 216083 Sample Information Sample Time: 9:43am Date Cast: September 13, 2002 Technician: Joseph B. Gordon Weather Conditions: Clear Accumulative Yards: 350 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page I Result Specification Test Method 5.00 3-5 ASTM C-143 5.4 3-6 ASTM C-231 85 ASTM C1064 79 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) 2 1 6.00 28.27 09/20/2002 7 85,300 3,020 2 2 6.00 28.27 09/20/2002 7 86,390 3,050 Average 3,040 2 3 10/11/2002 28 2 4 10/11/2002 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 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 4 0~-LLW~.0~-F~o ~,~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0107 Service Date: September 13, 2002 Client: St. Joseph Village, inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 ENGINEEI~JNG 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: September 23, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3500 psi (~ 2§ Days Batch Time: 10:15am Supplier: Hanson Truck No: 837 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: Ticket No: 216093 Sample Information Sample Time: 11:05am Date Cast: September 13, 2002 Technician: Joseph B. Gordon Weather Conditions: Clear Accumulative Yards: 350 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Result Specification Test Method 5.25 3-5 ASTM C-143 5.2 3-6 ASTM C-231 87 ASTM Cl 064 84 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 09/20/2002 7 91,910 3,250 3 2 6.00 28.27 09/20/2002 7 92,510 3,270 Average 3,260 3 3 10/11/2002 28 3 4 10/11/2002 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 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 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0107 Service Date: September 13, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: Project: St. Joseph Village ENGINE. E~NG 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 September 23, 2002 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Specified Strength: 3500 psi ~ 28 Days Batch Time: 1:13pm Supplier: Hanson Truck No: 924 Mix I.D. No.: 7750 Plant: 27 Ticket No: 216116 Sample Information Sample Time: 1:47pm Date Cast: Se ~tember 13, 2002 Technician: Joseph B. Gordon Weather Conditions: Clear Accumulative Yards: 390 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 5.25 3-5 ASTM C-143 Air Content, %: 5.9 3-6 ASTM C-231 Concrete Temperature, o F: 92 ASTM C1064 Ambient Temperature, o F: 87 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data ' Set Specimen No. ID 4 1 4 2 Age at Maximum Compressive Diameter Area Date Test Load Strength (inches) (sq. inches) Tested (days) (lbs) (psi) 6.00 28.27 09/20/2002 7 71,800 2,540 6.00 28.27 09/20/2002 7 78,150 2,760 Average 2,650 4 3 10/11/2002 28 4 4 10/11/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. .-' c,W..."" ~ .... :.?J' ,:,'..." ,~ '..., LYNDON a. COX " ..... ?.3 Technician: Joseph B. Gordon Report Distribution: /'-) HBC Engineerin.9~ (1) St. Joseph Village, Inc. (1) City of Coppell Engineering /...,'/ (1) Aguirre Corporation (1) St Andrews Management Reviewed by: /~.~._.,/t..,---.-.~_t, , (1) Centex - Jobsite (1) St Andrews Management I Lyndon J. 4ox, P.E. (1) City of Coppell - Bldg Insp ¥ Principal[?gineer The tests were performed in general accordance with applicable ASTM,.AASHTO, or DOT test methods. This report is exclusively for th~Jse 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 4 I ! I ! I , ! / ! NOTE: BORING LOCATIONS ARE APPROXIMATE I ! I , / / ' ' / ! : / / ! ! / / 9-14 BORING LOCATION DIAGRAM ST. JOSEPH'S VILLAGE SANDY LAKE ROAD HBC ProJ®clF No., ~ ~ c~ ,2.//~ ~, O/~ ~ COPPELL, TEXAS / ! 0 150 300 FEET APPROXIMATE SCALE .CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0083 Service Date: August 23, 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: September 23, 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 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 3.00 6.0 94 82 Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 I 6.00 28.27 1 2 6.00 28.27 I 3 6.00 28.27 1 4 6.00 28.27 Services - 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. 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) 08/30/2002 7 95,800 3,390 08/30/2002 7 105,350 3,730 Average 3,560 09/20/2002 28 133,130 4,710 09/20/2002 28 133,620 4,730 Average 4,720 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 repod 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 ~-LL~,~-F~oK,~ .CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0083 Service Date: August 23, 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: September 23, 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: 4:50am Plant: 27 Supplier: Hanson Truck No: 1848 Mix I.D. No.: 7750 Field Test Data Test Ticket No: 209416 Sample Information sample Time: 5:30am Date Cast: August 23, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 100 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Result Specification Test Method Slump, inches: 5.00 3-5 ASTM C-143 Air Content, %: 4.5 3-6 ASTM C-231 Concrete Temperature,o F: 95 ASTM C1064 Ambient Temperature, o F: 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) 2 1 6.00 28.27 08/30/2002 7 101,380 3,590 2 2 6.00 28.27 08/30/2002 7 101,000 3,570 Average 3,580 2 3 6.00 28.27 09/20/2002 28 126,240 4,460 2 4 6.00 28.27 09/20/2002 28 126,670 4,480 Average 4,470 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 5 rll~LW~°l'F~UCe Ney ..CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0083 Service Date: August 23, 2002 ENGINI~ I~N~G 8901 Carpenter Frw,/., 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: September 23, 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: Supplier: Hanson Truck No: 1848 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 4.4 Concrete Temperature, o F: 94 Ambient Temperature, o F: 80 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 209430 Sample Information Sample Time: 7:15am Date Cast: August 23, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 240 Placement Method: Direct Discharge 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 Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 3 I 6.00 28.27 08/30/2002 7 88,420 3,130 3 2 6.00 28.27 08/30/2002 7 98,110 3,470 Average 3,300 3 3 6.00 28.27 09/20/2002 28 119,210 4,220 3 4 6.00 28.27 09/20/2002 28 120,530 4,260 Average 4,240 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 5 o~w~,.F,~, .CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0083 Service Date: August 23, 2002 E, NGI NFA~l~Jlgg 8901 Carpenter Finny., 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: September 23, 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: 6:55am Supplier: Hanson Truck No: 766 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 3.6 Concrete Temperature, o F: 95 Ambient Temperature, o F: 84 Plastic Unit Weight, pcf: Laboratorv Test Data Ticket No: 209438 Sample Information sample Time: 8:40am Date Cast: August 23, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 320 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 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 08/30/2002 7 102,670 3,630 4 2 6.00 28.27 08/30/2002 7 103,460 3,660 Average 3,650 4 3 6.00 28.27 09/20/2002 28 122,570 4,330 4 4 6.00 28.27 09/20/2002 28 117,890 4,170 Average 4,250 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 5 o,~_Lw,~o~.~,,~. ;CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0083 Service Date: August 23, 2002 ENGIN~PJNG 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: September 23, 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: 8:17am Supplier: Hanson Truck No: 766 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Result Slump, inches: 5.75 Air Content, %: 3.9 Concrete Temperature, o F: 95 Ambient Temperature, o F: 86 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 209450 Sample Information Sample Time: 9:35am Date Cast:August 23, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 430 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 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 08/30/2002 7 76,030 2,690 5 2 6.00 28.27 08/30/2002 7 82,000 2,900 Average 2,800 5 3 6.00 28.27 09/20/2002 28 104,480 3,690 5 4 6.00 28.27 09/20/2002 28 104,700 3,700 Average 3,700 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. ........ -' % ..' ~l~ "-. J' o, "',,.? ~". Technician: Marvin R. Arandia (1) St. ~osoph Village, Inc. (~) City of Coppell Engino~ring (1) Aguirre Corporation (1) St Andrews Management Reviewed by: (1) Centex - Jobsite (1) St Andrews Management (1) City of Coppell - Bldg Insp ~' Lyndon, ox, P.E./ Principa ~gineer The tests ware performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for ti' se of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are onl ~pplicable 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 5 lrerracan PROJECT: ¢/-'~ t~ ¢~,///~ ~- ~'~ Page of JOB NO. Date ~l¢~"t~ -¢-) 2.-- .Comp. By *-i~¢-~'¢~' ~¢~. CHECKED BY: Form 112--5-93 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0090 Service Date: August 28, 2002 ENGINEEI~b/G 8901 Carpenter Frwy., Suite #1{30 Da,as, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Report Date: September 23, 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 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 @ Sta. 2+25 Line A Result Specification Test Method Slump, inches: N/A 3-5 ASTM C-143 Air Content, %: 3-6 Concrete Temperature,° F: N/A ASTM C1064 Ambient Temperature, o F: N/A 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 08/30/2002 7 106,930 3,780 1 2 6.00 28.27 08/30/2002 7 110,590 3,910 Average 3,850 1 3 6.00 28.27 09/20/2002 28 137,790 4,870 I 4 6.00 28.27 09/20/2002 28 t37,110 4,850 Average 4,860 Services - Pick up test cylinders cast by others and return them to the laboratory for cudng and testing. ..0..F....t.t,D,% ........ Technician: Bryan C. Hughes Report Distribution: ~ HBC Engineerix0~ (1) Si, Joseph V~llage, Inc. (1) City of Coppell Engineering (1) Aguirre Corporation (1) St Andrews Management Reviewed by: (1) Centex- Jobsite (1) St Andrews Management - -jr - _ _ . .-,t ~ ~-~- o,ty o, Cop,e,- t ?.oo? ~'nnc~pa¥- r~gmeer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for thee 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 1