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St Joseph-LR021007' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0100 Service Date: September 6, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 ENGINP~RING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: October 07, 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: 4:30am Plant: 27 Supplier: Hanson Truck No: 1888 Mix I.D. No.: 7750 Ticket No: 209784 Sample Information Sample Time: 4:50am Date Cast: September 6, 2002 Technician: Michael P. Ardito Weather Conditions: Warm and dark. Accumulative Yards: 80 Placement Method: Pump Sample Locations: 50' W of NE cot. of E Parking Lot Placement Location: Pavement, Parking E of Main Bldg. Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, c F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 6.00 3.5 95 82 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 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) 09/13/2002 7 97,830 3,460 09/13/2002 7 105,250 3,720 Average 3,590 10/04/2002 28 134,630 4,760 10/04/2002 28 137,100 4,850 Average 4,810 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. 0~ ,~s~o,-~-, ,<.~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0100 Service Date: September 6, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 8go~ Oarpenter Fr~. SuJte #J O0 Del[as, Texas 7~247 (214) 630-1010 Report Date: October 07, 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: 6:05am Plant: 27 Supplier: Hanson Truck No: 39 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 Set Specimen No. ID 2 1 2 2 Result 6.00 3.0 96 81 Diameter Area (inches) .(sq. inches) 6.00 28.27 6.00 28.27 2 3 2 4 6.00 28.27 6.00 28.27 Services - Ticket No: 209794 Sample Information Sample Time: 6:40am Date Cast: September 6, 2002 Technician: Michael P. Ardito Weather Conditions: Warm and sunny. Accumulative Yards: 180 Placement Method: Pump Sample Locations: 75' N & 250' W of SE cot. of Loop Road Placement Location: Pavement, Parking S of Main Bldg. 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) 09/13/2002 7 110,040 3,890 09/13/2002 7 110,730 3,920 Average 3,910 10/04/2002 28 139,150 4,920 10/04/2002 28 131,840 4,660 Average 4,790 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, o~ ^~o~-~.~. ~.~ · CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0100 Service Date: September 6, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 ~,NC~INF~ER~NC~ 8901 Carpenter Frwy., Suite #100 Dallas, T6xas 75247 (214) 630-1010 Report Date: October 07, 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: 8:26am Supplier: Hanson Truck No: 1888 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, c F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratorlf Test Data Result 8.00 2.7 93 9O Set Specimen Diameter Area No. ID (inches) (sq. inches) 3 1 6.00 28.27 3 2 6.00 28.27 3 3 6.00 28.27 3 4 6.00 28.27 Ticket No: 209811 Sample Information Sample Time: 9:00am Date Cast: September 6, 2002 Technician: Michael P. Ardito Weather Conditions: Hot and sunny. Accumulative Yards: 320 Placement Method: Pump Sample Locations: 15' N & 150' W of SE cot. of Loop Road Placement Location: Pavement, S Loop Road Specification Test Method 3-5 ASTM C-143 3-6 ASTM C-231 ASTM Cl 064 ASTM C- 1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 09/13/2002 7 94,900 3,360 09/13/2002 7 92,710 3,280 Average 3,320 10/04/2002 28 114,830 4,060 10/04/2002 28 122,770 4,340 Average 4,200 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. ~,_A~o,-.~. ~.~ · CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0100 Service Date: September 6, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 8901 Carpenter Rwy., Suite #100 Dallas, Texas 75247 (214) 630-t 010 Report Date: October 07, 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: 9:15am Supplier: Hanson Truck No: 1031 Mix I.D. No.: 7750 Plant: 27 Ticket No: 209816 Sample Information Sample Time: 10:00am Date Cast: September 6, 2002 Technician: Michael P. Ardito Weather Conditions: Hot and sunny. Accumulative Yards: 350 Placement Method: Pump Sample Locations: 25' N & 75' E of Cottage Bldg. #6 Placement Location: 8" Sewer Tie-in Field Test Data Test Result Specification Test Method Slump, inches: 6.50 3-5 ASTM C-143 Air Content, %: 6.9 3-6 ASTM C-231 Concrete Temperature,© F: 95 ASTM C1064 Ambient Temperature, o F: 90 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) 4 1 6.00 28.27 09/09/2002 3 Maximum Compressive Load Strength (lbs) (psi) 68,080 2,410 4 2 6.00 28.27 09/13/2002 4 3 6.00 28.27 09/13/2002 4 4 6.00 28.27 10/04/2002 4 5 6.00 28.27 10/04/2002 7 88,230 3,120 7 87,300 3,090 Average 3,t10 28 108,880 3,850 28 110,430 3,910 Average 3,880 required field te~.t,~.,~.~cast compressive ...... '.' ....... LYN~ON J. COX ~, ,~: 6640t Services - Obtain samples of fresh concrete at the placement locations, perform strength samples. Technician: Michael P. Ardito Report Distribution: ~-'/[ n~ ~ (1) St. Joseph Village, Inc. (1) City of Coppell Engineering ~ HBO E eeri (1) AguirreOorporalion (1) St Andrews Management Reviewed by: ~¢, ,,~v--¢¢~ ,.~[, v,~. (1) Centex ~ Jobsite (1) St Andrews Management ~ Lyndon J. C.(~x, P.E. (1) City of Coppell - Bldg Insp ~/ Principal E¢~ineer The teats were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the ~ 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 teated at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0132 Service Date: September 27, 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 07, 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: 7:20am Supplier: Hanson Truck No: 1883 Mix I.D. No.: 7750 Plant: 29 Ticket No: 320011 Sample Information Sample Time: 7:59am Date Cast: September 27, 2002 Technician: Arthur .Tinoco Weather Conditions: Clear Accumulative Yards: 320 Placement Method: Pump Sample Locations: See attached sketch Placement Location: Paving @ SW Loop Road Field Test Data Test Test Method Result Specification Slump, inches: 5.50 3-5 ASTM C-143 Air Content, %: 3.4 3-6 ASTM C-231 Concrete Temperature,© F: 82 ASTM C1064 Ambient Temperature, o F: 65 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 10/04/2002 7 1 2 6.00 28.27 10/04/2002 7 Average 10/25/2002 28 1 3 10/25/2002 28 I 4 Maximum Compressive Load Strength (lbs) (psi) 93,570 3,310 94,060 3,330 3,320 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. P~n~ t nf 4 .~w~.o~u~,oK~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0132 Service Date: September 27, 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 07, 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: 7:20am Supplier: Hanson Truck No: 1883 Mix I.D. No.: 7750 Plant: 29 Ticket No: 320011 Sample Information Sample Time: 9:09am Date Cast: September 27, 2002 Technician: Arthur .Tinoco Weather Conditions: Clear, sunny Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page I Field Test Data Test Result Specification Test Method Slump, inches: 6.00 3-5 ASTM C-143 Air Content, %: 3.8 3-6 ASTM C-231 Concrete Temperature,° F: 80 ASTM C1064 Ambient Temperature, o F: 79 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Ag~ at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 10/04/2002 7 2 2 6.00 28.27 10/04/2002 7 Average 2 3 10/25/2002 28 2 4 10/25/2002 28 Maximum Compressive Load Strength (lbs) (psi) 97,530 3,450 98,660 3,490 3,470 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 appiicable 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 ether apparently similar or identical materials. P~n~ 9 nf 4 o~-u_w~.o,-~.u,.K.~ CONCRETE COMPRESSIVE STRENGTH TEST 'Report Number: 94021187.0132 Service Date: September 27, 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 07, 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: 9:23am Supplier: Hanson Truck No: 827 Mix I.D. No.: 7750 Plant: 29 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 216556 Sample Information Sample Time: 10:31 am Date Cast: September 27, 2002 Technician: Arthur. Tinoco Weather Conditions: Clear, sunny Accumulative Yards: 320 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Result Specification Test Method 6.50 3-5 ASTM C-143 3.9 3-6 ASTM C-231 83 ASTM C1064 83 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 3 1 6.00 28.27 10/04/2002 7 99,510 3,520 3 2 6.00 28.27 10/04/2002 7 101,760 3,600 Average 3,560 3 3 10/25/2002 28 3 4 10/25/2002 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 fuji 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. Paoe 3 of 4 o~.~,,,~,*~o~*~ CONCRETE COMPRESSIVE STRENGTH TEST ~eport Number: 94021187.0132 Service Date: September 27, 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 07, 2002 Project: St. Jo§eph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Ma terial Information Specified Strength: 3500 psi @ 28 Days Batch Time: 9:41am Supplier: Hanson Truck No: 1015 Mix I.D. No.: 7750 Plant: 29 Ticket No: 216559 Sample Information Sample Time: 11:13am Date Cast: September 27, 2002 Technician: Arthur. Tinoco Weather Conditions: Clear, sunny Accumulative Yards: 320 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 6.50 3-5 ASTM C-143 Air Content, %: 3.8 3-6 ASTM C-231 Concrete Temperature, o F: 83 ASTM Cl 064 Ambient Temperature, o F: 86 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) 4 I 6.00 28.27 10/04/2002 7 4 2 6.00 28.27 10/04/2002 7 Average 4 3 10/25/2002 28 4 4 10/25/2002 28 Maximum Compressive Load Strength (lbs) (psi) 91,640 3,240 91,890 3,250 3,250 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. ._-; %x:...-. ~.--.:./.~ ~ LYNDON J. COX ~ ....: ......................... .........~ ~, ~'.. 66401 Technician: Arthur. Tinoco Report Distribution: /") HBC F~gineerin, g'~ (1) St. Joseph Village, Inc. (1) City of Coppel, Engineering ~/~~~ (1) Aguirm Corporation (1) St Andrews Management Reviewed by: (1) Centex - Jobsite (1) St Andrews Management I Lynd°n ~'~°x'P'E' / (1) City of Coppell - Bldg Insp " Principal ~ngineer / The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel~f~r the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon, Test results transmitted heroin ara 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: 94021187.0130 Service Date: September 26, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 ENGINEERII~3 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: October 07, 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: 10:13am Supplier: LMC Truck No: 959 Mix I.D. No.: 842 Plant: 7 Ticket No: 7120951 Sample Information Sample Time: 10:40am Date Cast: September 26, 2002 Technician: MichaeIW. Whyman Weather Conditions: Clear Accumulative Yards: 70 Placement Method: Pump Sample Locations: Box Culvert Interior N Wall, W Side Placement Location: N Side Box Culvert, Interior Walls; E & W Drainage Flumes Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,© F: Ambient Temperature, o F: Plastic Unit W~eight, pcf: Laboratory Test Data Set Specimen Diameter No. ID 1 1 Result Specification Test Method 5.50 3-5 ASTM C-143 5.7 3-6 ASTM C-231 81 ASTM C1064 79 ASTM C-1064 Age at Maximum Compressive Area Date Test Load Strength (inches) (sq. inches) Tested (days) (lbs) (psi) 6.00 28.27 09/30/2002 4 91,980 3,250 1 2 6.00 28.27 10/03/2002 7 103,780 3,670 1 3 6.00 28.27 10/03/2002 7 108,790 3,850 Average 3,760 10/24/2002 28 1 4 10/24/2002 28 1 5 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 ASTMi 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 wdtten 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 2 0~.~KS~0~-,~,,Ko, CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0130 Service Date: September 26, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 8901 Carpenter Rwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: October 07, 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: 1:01pm Supplier: LMC Truck No: 959 Mix I.D. No.: 842 Plant: 7 Ticket No: 7120969 Sample Information Sample Time: 1:35pm Date Cast: September 26, 2002 Technician: Michael W. Whyman Weather Conditions: Clear Accumulative Yards: 140 Placement Method: Pump Sample Locations: SW Corner Placement Location: W Drainage Flume 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 4.75 3-5 ASTM C-143 5.3 3-6 ASTM C-231 87 ASTM C1064 86 ASTM C-1064 Age at Set Specimen Diameter Area Date Test No. ID (inches) _(sq. inches) Tested (days) 2 1 6.00 28.27 10/03/2002 7 2 2 6.00 28.27 10/03/2002 7 Average 2 3 10/24/2002 28 2 4 10/24/2002 28 Maximum compressive Load Strength (lbs) (psi) 111,530 3,940 107,070 3,790 3,870 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. ¢ LYNDON J. COX ,~ 66401 Teohnioisn: ~ich~el W. Whym~n Repo~ Distribution: /~) HBG Enginee~ (',St Joseph Village, Inc. (I) Ci~ of Coppell Engineedng ~ , ~ ( (1) A~ui~ Corporation (1) St Andrews Management Reviewed by: ~~~ ~ (1) Centex - Jobsite (1) St Andrews Management - ~ Lyndon J.~ox, P,E. I C~ ofCop~ll Bldglnsp ( ) '~ . Princip~ ~ngineer The tests were pedormed in genera accordance w th app cab e ASTM, ~SHTO or DOT test methCs. This repo~ is exclusively ~ the use of the client indicated above and shall not be repr~uced ex. pt in full ~thout the wr tten approva of Te~acon. Test resul~ ~ansmi~ed herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~es of other apparently similar or identical materials. Page 2 of 2