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St Joseph-LR030207CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0207 Service Date: January 9, 2003 Client: St Joseph Village inc Attn: Joseph Dingman 13223 Glad Acres Dr Dallas TX 75234 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: February 07, 2003 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX Project Number: 94021187 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 11:05am Supplier: Hanson Truck No: 924 Mix I.D. No.: 7750 Plant: 27 Field Test Data Test Ticket No: 472202 Sample Information Sample Time: 11:50am Date Cast: January 9, 2003 Technician: Christopher D. Harbour Weather Conditions: Clear, warm Accumulative Yards: 60 Placement Method: Direct Discharge Sample Locations: See placement location Placement Location: Sidewalks around Cottage Bldgs. #1 - #6 (See attached sketch.) Result Specification Test Method 4.00 3-5 ASTM C-143 5.5 3-6 ASTM C-231 77 ASTM Cl 064 69 ASTM C-1064 Slump, inches: Air Content, %: Concrete Temperature,© 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) 1 1 6.00 28.27 01/16/2003 7 123,420 4,360 1 2 6.00 28.27 01/16/2003 7 126,070 4,460 Average 4,410 1 3 6.00 28.27 02/06/2003 28 154,440 5,460 1 4 6.00 28.27 02/06/2003 28 149,410 5,280 Average 5,370 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast strength samples. compressive / ....... LYNDON J. COX Technician: Christopher D, Harbour ',,,¢.,.........: ,-, Report Distribution: ~~erra~ (1) St Joseph Village Inc (1) Aguirre Corporation ' ' (1) Cenlex Construction (1) St Andrews Management Se~ices Reviewed by: (1) City of Coppell Engineering (1) St Andrews Management Se~ices ~ Lyndonyndon ~ Cox, P.E~ (1) City of Coppell- Bldg Insp Lpdnc~p~ Engineer The tests were pedormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This repod ~ exclusive~or 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 propedies of other apparently similar or identical materials. Page 1 of 1 ./ ,:,',.5 ',% CON'CRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0204 Service Date: January 9, 2003 'll'erracan 8901 Carpenter F~vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St Joseph Village Inc Attn: Joseph Dingman 13223 Glad Acres Dr Dallas TX 75234 Report Date: February 07, 2003 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX Project Number: 94021187 Material Information Specified Strength: 4200 psi @ 28 Days Batch Time: 6:40am Plant: 27 Supplier: Hanson Truck No: 648 Mix I.D. No.: 7775 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter No. ID (inches) Ticket No: 472183 Sample Information Sample Time: 7:30am Date Cast: January 9, 2003 Technician: Christopher D. Harbour Weather Conditions: Clear Accumulative Yards: 150 Placement Method: Pump Sample Locations: Starleaf Street, S End (See sketch.) Placement Location: See attached sketch 1 1 Result Specification Test Method 4.00 3-5 ASTM C-143 4.8 3-6 ASTM C-231 64 ASTM C1064 58 ASTM C-1064 1 2 1 3 1 4 Age at Maximum Compressive Area Date Test Load Strength (sq. inches) Tested (days) (lbs) (psi) 6.00 28.27 01/14/2003 5 112,050 3,960 6.00 28.27 01/16/2003 7 144,460 5,110 6.00 28.27 02/06/2003 28 164,720 5,830 6.00 28.27 02/06/2003 28 171,430 6,060 Average 5,950 Comments: Not tested for plastic unit weight. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST .Report Number: 94021187.0204 Service Date: January 9, 2003 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: St Joseph Village Inc Attn: Joseph Dingman 13223 Glad Acres Dr Dallas TX 75234 Report Date: February 07, 2003 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX Project Number: 94021187 Ma terial Information Specified Strength: 4200 psi ~ 28 Days Batch Time: 9:00am Plant: 27 Supplier: Hanson Truck No: 1084 Mix I.D. No.: 7775 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory' Test Data Result 5.50 5.9 71 63 Set Specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6.00 28.27 2 2 6.00 28.27 2 3 6.00 28.27 2 4 6.00 28.27 Ticket No: 455899 Sample Information Sample Time: 9:30am Date Cast: January 9, 2003 Technician: Christopher D. Harbour Weather Conditions: Clear Accumulative Yards: 180 Placement Method: Pump Sample Locations: Starleaf Street, S End (See sketch.) 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) 01/14/2003 5 120,730 4,270 01/16/2003 7 159,080 5,630 02/06/2003 28 200,090 7,080 02/06/2003 28 192,880 6,820 Average 6,950 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples .....-. ~ LYNDON J. COX ~ ,~'.. 66401 ..', .~.: 5 ~"','?'-'C.~ E N c~ 'c'--';.~ Technician: Christopher D. Harbour ,~C;,~/[}t~,~^~. Report Distribution: ~ HBC/Terracpd'-h (1) Centex Construction (1) St Andrews Management Services Reviewed by: (1) City of Coppell Engineering (1) St Andrews Management Services ./~ Lyndo~ ,~. Cox, P.E. (1) City of Coppe[I - Bldg Insp ~' Prin~pa~ Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusidel~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. 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