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Valley R Baptist 2-LR021219CONCRETE COMPRESSIVE STRENGTH TEST FDC Report Number: 94021265.0034 lferraean Service Date: November 20, 2002 Dallas, carpenter 247 Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Proiect Number: 94021265 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 2:45pm Plant: 6 Supplier: 1-MC Truck No: 831 Ticket No: 6186205 Mix I.D. No.: 853 Sample Information Sample Time: 3:20pm Date Cast: November 20, 2002 Technician: Terry L. Smith Weather Conditions: Accumulative Yards: 10 Placement Method: Sample Locations: See placement location Placement Location: Piers Sample location: Piers- M.2/9.6, J9/9.1, J.9/84, J.9/6.8 Field Test Data Test Result Slump, inches: 6.00 Air Content, %: ID Concrete Temperature, 0 F: 68 Ambient Temperature, 0 F: 63 Plastic Unit Weight, pcf: 28.27 Laboratory Test Data 2 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 ASTM C -143 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: 1,16CITerracon (1) Rogers -O'Brien Construction Co. (1) City of Coppell - Constr Insp (1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by - (1) HKS Inc (1) Valley Ranch Baptist Church Hu em H. Abusaad, P.E. Senior Project Manager 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 1 °'- °°' "� °'- °w• "•• ASTM C1064 ASTM C -1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 11/27/2002 7 72,700 2,570 11/27/2002 7 70,620 2,500 Average 2,540 12/18/2002 28 110,390 3,900 12/18/2002 28 109,140 3,860 Average 3,880 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: 1,16CITerracon (1) Rogers -O'Brien Construction Co. (1) City of Coppell - Constr Insp (1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by - (1) HKS Inc (1) Valley Ranch Baptist Church Hu em H. Abusaad, P.E. Senior Project Manager 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 1 °'- °°' "� °'- °w• "•• CONCRETE COMPRESSIVE STRENGTH TEST 1r[�fIDQ Report Number: 94021265.0037 Service Date: November 21, 2002 Dallas, Carpenter 247 Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Proiect Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 6:51 am Plant:7 Supplier: LMC Truck No: 938 Ticket No: 7121821 Mix I.D. No.: 866 Sample Information Sample Time: 7:26am Date Cast: November 21, 2002 Technician: Terry L. Smith Weather Conditions: Clear Accumulative Yards: 30 Placement Method: Truck Sample Locations: 40' S from curve (Driveway) Placement Location: Paving, S side of building Field Test Data Test Result Specification Test Method Slump, inches: 4.50 3 -5 ASTM C -143 Air Content, %: 5.3 4.5 -7.5 ASTM C -231 Concrete Temperature,O F: 69 ASTM C1064 Ambient Temperature, ° F: 60 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 11/28/2002 7 133,980 4,740 1 2 6.00 28.27 11/28/2002 7 136,400 4,820 Average 4,780 1 3 6.00 28.27 12/19/2002 28 154,360 5,460 1 4 6.00 28.27 12/19/2002 28 157,930 5,590 Average 5,530 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 °' "°'a°' - '" —, CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021265.0037 1 rerracon Service Date: November 21, 2002 Dallas, Carpenter 247 Ste #100 Dallas, Tezas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 8:31 am Plant:7 Supplier: LMC Truck No: 956 Ticket No: 7121832 Mix I.D. No.: 866 Field Test Data Sample Information Sample Time: 9:20am Date Cast: November 21, 2002 Technician: Terry L. Smith Weather Conditions: Sunny Accumulative Yards: 130 Placement Method: Truck Sample Locations: E side of curve Placement Location: See page 1 Test Result Specification Test Method Slump, inches: 5.00 3 -5 ASTM C -143 Air Content, %: 5.8 4.5 -7.5 ASTM C -231 Concrete Temperature,O F: 71 ASTM C1064 Ambient Temperature, ° F: 69 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) (jbs) (psi) 2 1 6.00 28.27 11/28/2002 7 117,620 4,160 2 2 6.00 28.27 11/28/2002 7 116,640 4,120 Average 4,140 2 3 6.00 28.27 12/19/2002 28 142,570 5,040 2 4 6.00 28.27 12/19/2002 28 136,190 4,820 Average 4, 930 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast c strength samples. Technician: Terry L. Smith Report Distribution: HBC/Terracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp � /f (1) Brocketle Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by 4t�f� �. (1) HKS Inc (1) Valley Ranch Baptist Church Hussein n H. Abusaad, P.E. Senior Project Manager 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 2 11 11 —. ".' CONCRETE COMPRESSIVE STRENGTH TEST lrer con Report Number: 94021265.0036 8901 Carpenter Texas 752 wy, Ste #loo Service Date: November 21, 2002 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 2:20pm Plant: 7 Supplier: LMC Truck No: 938 Ticket No: 7121859 Mix I.D. No.: 853 Sample Information Sample Time: 2:35pm Date Cast: November 21, 2002 Technician: Terry L. Smith Weather Conditions: Accumulative Yards: 10 Placement Method: Truck Sample Locations: Piers J.1/6.3, J.1/4.4, J.9/4 Placement Location: Piers Field Test Data Test Result Specification Test Method Slump, inches: 5.50 ASTM C -143 Air Content, %: Concrete Temperature, ° F: 71 ASTM C1064 Ambient Temperature, ° F: 64 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 11/28/2002 7 99,950 3,530 1 2 6.00 28.27 11/28/2002 7 107,710 3,810 Average 3,670 1 3 6.00 28.27 12/19/2002 28 127,920 4,520 1 4 6.00 28.27 12/19/2002 28 127,790 4,520 Average 4,520 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: HBC/Terrpcon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp (1)Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by (1) HKS Inc (1) Valley Ranch Baptist Church Hussein H. jest M a P.E. Senior Project Manager 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 1 CONCRETE COMPRESSIVE STRENGTH TEST 1f�rFD Report Number: 94021265.0065 Service Date: December 11, 2002 Dallas, Carpenter Fnvy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Proiect Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:48am Plant: 7 Supplier: LMC Truck No: 959 Ticket No: 7122156 Mix I.D. No.: 856 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 2.0 Concrete Temperature, 0 F: 59 Ambient Temperature, 0 F: 50 Plastic Unit Weight, pcf: 28.27 Laboratory Test Data 2 Set Specimen Diameter Area No. ID (inches) ( sq. inches 1 1 6.00 28.27 1 2 6.00 28.27 1 3 1 4 01/08/2003 28 01/08/2003 28 Comments: NOTE: Rogers- O'Brien's superintendent was informed that Mix #856 was the wrong mix. 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. Sample Information Sample Time: 9:53am Date Cast: December 11, 2002 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 20 Placement Method: Pump Sample Locations: See placement location Placement Location: Paving, N end of jobsite (See attached sketch) Specification Test Method 3 -5 ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Pagel of 01 L` . " LI.. "., Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/18/2002 7 124,220 4,390 12/18/2002 7 123,790 4,380 Average 4,390 01/08/2003 28 01/08/2003 28 Comments: NOTE: Rogers- O'Brien's superintendent was informed that Mix #856 was the wrong mix. 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. Sample Information Sample Time: 9:53am Date Cast: December 11, 2002 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 20 Placement Method: Pump Sample Locations: See placement location Placement Location: Paving, N end of jobsite (See attached sketch) Specification Test Method 3 -5 ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Pagel of 01 L` . " LI.. "., CONCRETE COMPRESSIVE STRENGTH TEST FDC Report Number: 94021265.0065 lferracon Service Date: December 11, 2002 8901 Carpenter Frwy, Ste #loo Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Proiect Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 10:30am Plant: 7 Supplier: LMC Truck No: 1093 Ticket No: 7122161 Mix I.D. No.: 856 Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 4.0 Concrete Temperature,O F: 59 Ambient Temperature, 0 F: 50 Plastic Unit Weight, pcf: 28.27 Laboratory Test Data 2 Set Specimen Diameter Area No. ID (inches) ( sq. inches 2 1 6.00 28.27 2 2 6.00 28.27 2 3 2 4 01/08/2003 28 01/08/2003 28 Mix #866 was used on this set of cylinders. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Jose A. Martinez Report Distribution: HBCiTefracon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp (1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by (1) HKS Inc (1) Valley Ranch Baptist Church Hussein H. Abusaad, P.E. Senior Project Manager 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. Sample Information Sample Time: 10:40am Date Cast: December 11, 2002 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 10 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Test Method 3 -5 ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/18/2002 7 125,400 4,430 12/18/2002 7 118,630 4,200 Average 4,320 Page 2 of 2 oI -IL .l Imo,, , PROJECT: UA //cy R4,JCA laAp j s7 6�1,ra4 Page of JOB NO. Date 1 a� / /a Comp. By CHECKED BY: 3tl'fz�Ne _> � _> � a , g'G L 5' —ter ; - -- - - -- - - -- -- - - -- 1 o m�X $y6 r w +E S CONCRETE COMPRESSIVE STRENGTH TEST �- lferracon Report Number: 94021265.0032 Diameter Service Date: November 20, 2002 Dallas, Carpenter 247 Ste #100 Dallas, Texas 75247 ID (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX 28.27 Project Number: 94021265 Material Information Sample Information Specified Strength: 4000 psi @ 28 Days Sample Time: 7:20am Date Cast: November 20, 2002 Technician: Terry L. Smith Batch Time: 6:51 am Plant: 7 Weather Conditions: Clear Supplier: LMC Accumulative Yards: 30 Truck No: 1093 Ticket No: 7121773 Placement Method: Truck Mix I.D. No.: 866 Sample Locations: 60'W from SE corner Placement Location: Paving - S side of building Field Test Data Test Result Specification 3 -5 4.5 -7.5 Test Method Slump, inches: Air Content, %: Concrete Temperature, 0 F: Ambient Temperature, 0 F: Plastic Unit Weight, pcf: Laboratory Test Data 4.50 4.8 65 51 Set Specimen Diameter Area No. ID (inches) ( sq. inches 1 1 6.00 28.27 1 2 6.00 28.27 ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Average 4,720 1 3 6.00 28.27 12/18/2002 28 168,920 5,970 1 4 6.00 28.27 12/18/2002 28 159,200 5,630 Average 5,800 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 1—^ .v Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 11/27/2002 7 137,000 4,840 11/27/2002 7 130,120 4,600 Average 4,720 1 3 6.00 28.27 12/18/2002 28 168,920 5,970 1 4 6.00 28.27 12/18/2002 28 159,200 5,630 Average 5,800 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 1—^ .v CONCRETE COMPRESSIVE STRENGTH TEST Irerracon Report Number: 94021265.0032 Service Date: November 20, 2002 Dallas, Carpenter F4✓y, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 8:35am Plant: 7 Supplier: 1-MC Truck No: 938 Ticket No: 7121783 Mix I.D. No.: 866 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 5.3 Concrete Temperature, 0 F: 67 Ambient Temperature, 0 F: 58 Plastic Unit Weight, pcf: 28.27 Laboratory Test Data 2 Set Specimen Diameter Area No. ID (inches) ( sq. inches 2 1 6.00 28.27 2 2 6.00 28.27 Sample Information Sample Time: 9:30am Date Cast: November 20, 2002 Technician: Terry L. Smith Weather Conditions: Cool, clear Accumulative Yards: 140 Placement Method: Truck Sample Locations: 50'W, 80' N from SE corner Placement Location: See page 1 Specification Test Method 3 -5 ASTM C -143 4.5 -7.5 ASTM C -231 ASTM C1064 ASTM C -1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 11/27/2002 7 126,700 4,480 11/27/2002 7 134,650 4,760 Average 4,620 2 3 6.00 28.27 12/18/2002 28 161,640 5,720 2 4 6.00 28.27 12/18/2002 28 160,840 5,690 Average 5,710 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 3 °' """ " ° "" "' "" CONCRETE COMPRESSIVE STRENGTH TEST 1ferCOn Report Number: 94021265.0032 Dallas, Carpenter 247 Ste #100 Service Date: November 20, 2002 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: December 19, 2002 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 10:40am Plant: 7 Supplier: LMC Truck No: 964 Ticket No: 3153239 Mix I.D. No.: 866 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, ° F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.00 5.6 69 61 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 Sample Information Sample Time: Date Cast: November 20, 2002 Technician: Terry L. Smith Weather Conditions: Cool, clear Accumulative Yards: 220 Placement Method: Truck Sample Locations: 40'W, 120' N from SE corner Placement Location: See page 1 Specification 3 -5 4.5 -7.5 Test Method ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Age at Maximum Compressive Date Tested Test (days) Load (jbs) Strength (psi) 11/27/2002 7 103,030 3,640 11/27/2002 7 103,520 3,660 Average 3,650 12/18/2002 28 130,120 4,600 3 4 6.00 28.27 12/18/2002 28 128,340 4,540 Average 4,570 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Terry L. Smith Report Distribution: HBCon (1) Rogers- O'Brien Construction Co. (1) City of Coppell - Consir Insp (1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by (1) HKS Inc (1) Valley Ranch Baptist Church Hussein . Senior Project a Project P. E. Manager 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 3 01 - ""' 01- F°"'""