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St Joseph-LR020909CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0096 Service Date: September 4, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 2:50pm Plant: 6 Supplier: LMC Truck No: 804 Ticket No: 6182016 Mix I.D. No.: 842 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,O F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result N/A 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 NReport Da~ September 09, 2002 St. Joseph Village~ 1201 East Sandy Lake I~d Coppell, TX 75019 / umb~ Sample Information Sample Time: 3:50pm Date Cast:August 30, 2002 Technician: Contractor Made Weather Conditions: Clear Placement Method: Sample Locations: See placement location Placement Location: Junction Box Upper Walls @ Sra. 4+20 Line A & Inlet @ Sta. 8+96 Specification Test Method 3-5 ASTM C-143 3-6 ASTM C1064 ASTM C-1064 Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 09/06/2002 7 1 2 6.00 28.27 09/06/2002 7 Average 1 3 09/27/2002 28 1 4 09/27/2002 28 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 106,480 3,770 109,420 3,870 3,820 Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. .--~, OF T~",,, .--%x.,.;..'~ ...:,j ,,, ,; LYN00N J. COX ,,' ~, .... = .......................... ...-.--; ,,,~'/.,;::... u ~ N ~ .--%~'_-" % c.j-r-: .......... ~,~. ~..-' Technician: Marlo R. Villanueva Report Distribution: //~ HBO E_ngineer/~ {1) St. Joseph Village Inc. (1) City of Coppell Engineering ~1~ Anuirre Corporati;'n (1) St Andrews Management Reviewed by: ~11 Cgntex- Jobsite (1) St Andrews Management /~ Lyndon ~.~Cox, P.~. (1) City of Coppell - Bldg Insp ~ Princip~l,~ngineer The tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusivelCqor 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,~_~.w,~,.~..~,. Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0074 Service Date; August 9, 2002 ENGfNF~RING 8901 Carpenter Fi'wy., 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 09, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material In formation Specified Strength: 3500 psi @ 28 Days Batch Time: 3:33am Plant: 27 Supplier: Hanson Truck No: 766 Mix I.D. No.: 7750 Field Test Data Test Result Slump, inches: 3.00 Air Content, %: 4.5 Concrete Temperature,o F: 95 Ambient Temperature, o F: 77 Plastic Unit Weight, pcf: Laboratory Test Data 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 I 4 6.00 28.27 Ticket No: 210047 Sample Information sample Time: 4:50am Date Cast:Aughst 9, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 20 Placement Method: Pump Sample Locations: See placement location Placement Location: Pavement (~ Main Entrance Drive & West on the N Loop Drive (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) 08/16/2002 7 122,130 4,320 08/16/2002 7 119,620 4,230 Average 4,280 09/06/2002 28 143,780 5,080 09/06/2002 28 139,510 4,930 Average 5,0'10 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 propedies of other apparenUy similar or identical materials. Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0074 Service Date: August 9, 2002 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 09, 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: 4:35am Plant: 27 Supplier: Hanson Truck No: 23 Mix I.D. No.: 7750 Field Test Data Test Ticket No: 210056 Sample Information Sample Time: 5:55am Date Cast:August 9, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 110 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page I Result Specification Test Method Slump, inches: 5.75 3-5 ASTM C-143 Air Content, %: 4.9 3-6 ASTM C-231 Concrete Temperature,° F: 95 ASTM C1064 Ambient Temperature, o F: 75 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 08/16/2002 7 92,140 3,260 2 2 6.00 28.27 08/16/2002 7 91,750 3,240 Average 3,250 2 3 6.00 28.27 09/06/2002 28 102,620 3,630 2 4 6.00 28.27 09/06/2002 28 106,860 3,780 Average 3,710 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 ,CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0074 Service Date: August 9, 2002 ENt31NEEI).I~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Ddve Dallas TX 75234 Report Date: September 09, 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: 5:55am Plant: 27 Supplier: Hanson Truck No: 39 Mix I.D. No.: 7750 Ticket No: 210065 Sample Information Sample Time: 7:25am Date Cast:August 9, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 200 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 4.00 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: 75 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 08/16/2002 7 110,120 3,890 3 2 6.00 28.27 08/16/2002 7 111,500 3,940 Average 3,920 3 3 6.00 28.27 09/06/2002 28 135,300 4,780 3 4 6.00 28.27 09/06/2002 28 132,590 4,690 Average 4,740 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 applicab[e 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 propedies of other apparently similar or identical materials. Page 3 of 4 ~,<Lw,,~-.,,~. .CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021187.0074 Service Date: August 9, 2002 ENGINI~EI~JNG 8901 Carpenter F~., 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 09, 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: 2:44am Plant: 27 Supplier: Hanson Truck No: Ticket No: Mix I.D. No.: 7750 Field Test Data Test Sample Information Sample Time: 9:05am . Date Cast:August 9, 2002 Technician: Marvin R. Arandia Weather Conditions: Clear Accumulative Yards: 300 Placement Method: Pump Sample Locations: See page 1 . Placement Location: See page 1 Result Specification Test Method Slump, inches: 5.75 3-5 ASTM C-143 Air Content, %: 4.6 3-6 ASTM C-231 Concrete Temperature,© F: 95 ASTM C1064 Ambient Temperature, o F: 85 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 08/16/2002 7 95,400 3,370 4 2 6.00 28.27 08/16/2002 7 96,120 3,400 Average 3,390 4 3 6.00 28.27 09/06/2002 28 123,030 4,350 4 4 6.00 28.27 09/06/2002 28 125,240 4,430 Average 4,390 Services - strength samples. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive Technician: Marvin R. Arandia Report Distribution: (1) St. Joseph Village, Inc. (1) Aguirre Corporation (1) Centex - Jobsite (1) City of Coppell - Bldg Insp (1) City of Coppell Engineering (1) SI Andrews Management Reviewed by: (1) St Andrews Management I~ The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for th, indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are onl 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 PROJECT: Sl~O.~L~-l~t IJ~_1~,¢~£ JOB NO. ~3Z, Z~,~,~2~Z~ Date 6/, Comp. By II'erracon Page of CHECKED BY: Form 112--5-93