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ST0701-LR100405 CONCRETE COMPRESSIVE STRENGTH TEST REPORT r „ I � ( � 1 ! �� yun � , d in � ”' �nm" i „n"'m � Report Number: 94091194.0045 •1G yYw I rir nµ ✓I i ii Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Water Added After (gal): 0 Field Test Data Sample Location: Sta. 35 +10 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 5.5 3 -6 Concrete Temp. (F): 52 Ambient Temp. (F): 47 Plastic Unit Wt. (pcf): 148.6 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 03/06/10 03/10/10 5 135,920 4,810 4 1 2 6.00 28.27 03/06/10 03/12/10 7 142,110 5,030 4 1 3 6.00 28.27 03/06/10 03/19/10 14 155,230 5,490 4 1 4 6.00 28.27 03/06/10 04/02/10 28 158,210 5,600 4 1 5 6.00 28.27 03/06/10 04/02/10 28 166,660 5,890 2 Average (28 days) 5,750 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX ( 1 ) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 8 CR0001, 5- 21.09, Rev .3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0045 ' FFr c Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta. 34 +00 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 2.8 3 -6 Concrete Temp. (F): 61 Ambient Temp. (F): 50 Plastic Unit Wt. (pcf): 151.0 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (Ibs) (psi) Type 2 1 6.00 28.27 03/06/10 03/10/10 5 147,820 5,230 4 2 2 6.00 28.27 03/06/10 03/12/10 7 165,140 5,840 2 2 3 6.00 28.27 03/06/10 03/19/10 14 170,420 6,030 2 2 4 6.00 28.27 03/06/10 04/02/10 28 200,400 7,090 4 2 5 6.00 28.27 03/06/10 04/02/10 28 191,150 6,760 4 Average (28 days) 6,930 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX (I) City of Coppell TX (2) HalffAssoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 8 CR0001, 5- 21 -09, Rev .3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0045 * ' F �fi) L Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project . PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1000 Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 4 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta. 32 +50 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 1 1/2 1 -3 35 +50 Air Content ( %): 4.0 3 -6 Concrete Temp. (F): 62 Ambient Temp. (F): 50 Plastic Unit Wt. (pcf): 149.8 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 3 1 6.00 28.27 03/06/10 03/10/10 5 138,190 4,890 4 3 2 6.00 28.27 03/06/10 03/12/10 7 148,540 5,250 2 3 3 6.00 28.27 03/06/10 03/19/10 14 154,780 5,470 2 3 4 6.00 28.27 03/06/10 04/02/10 28 191,010 6,760 4 3 5 6.00 28.27 03/06/10 04/02/10 28 186,810 6,610 5 Average (28 days) 6,690 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX (I) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 8 CR0001, 5- 21 -09, Rev .3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT °""" r u „ m , „„ „ „ , „. „ � q Report Number: 94091194.0045 �r `�l '1113 1 if , �, �Iltd��« ( r Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1120 Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Sta. 30 +50 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 4.0 3 -6 Concrete Temp. (F): 62 Ambient Temp. (F): 55 Plastic Unit Wt. (pcf): 144.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (Ibs) (psi) Type 4 1 6.00 28.27 03/06/10 03/10/10 5 126,500 4,470 4 4 2 6.00 28.27 03/06/10 03/12/10 7 146,500 5,180 2 4 3 6.00 28.27 03/06/10 03/19/10 14 156,390 5,530 2 4 4 6.00 28.27 03/06/10 04/02/10 28 177,450 6,280 4 4 5 6.00 28.27 03/06/10 04/02/10 28 176,560 6,250 4 Average (28 days) 6,270 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (I) City of Coppell TX (I) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 8 CR0001, 5- 21 -09, Rev.] CONCRETE COMPRESSIVE STRENGTH TEST REPORT , ,I, „ „ „� m , Report Number: 94091194.0045 ! i', , ' ' r tl, „ ]iwµ„ 'li LI Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1230 Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta. 19 +50 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 5.0 3 -6 Concrete Temp. (F): 68 Ambient Temp. (F): 55 Plastic Unit Wt. (pcf): 145.0 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (Ibs) (psi) Type 5 1 6.00 28.27 03/06/10 03/10/10 5 112,160 3,970 4 5 2 6.00 28.27 03/06/10 03/12/10 7 125,770 4,450 5 5 3 6.00 28.27 03/06/10 03/19/10 14 138,790 4,910 4 5 4 6.00 28.27 03/06/10 04/02/10 28 162,140 5,740 4 5 5 6.00 28.27 03/06/10 04/02/10 28 167,160 5,910 5 Average (28 days) 5,830 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (I) PacTrust Pacific Realty Associates LP (I) City of Coppell TX . (I) City of Coppell TX (2) Halff Assoc Inc (I) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 5 of 8 CR000I, 5- 21 -09, Rev.3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT 7 �. Report Number: 94091194.0045 Ir r�' w , " C 011 i Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1400 Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta, 27 +50 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 4.0 3 -6 Concrete Temp. (F): 70 Ambient Temp. (F): 60 Plastic Unit Wt. (pcf): 151.0 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (Ibs) (psi) Type 6 1 6.00 28.27 03/06/10 03/10/10 5 122,350 4,330 4 6 2 6.00 28.27 03/06/10 03/12/10 7 137,280 4,860 2 6 3 6.00 28.27 03/06/10 03/19/10 14 141,780 5,010 4 6 4 6.00 28.27 03/06/10 04/02/10 28 188,590 6,670 2 6 5 6.00 28.27 03/06/10 04/02/10 28 182,450 6,450 4 Average (28 days) 6,560 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (I) PacTrust Pacific Realty Associates LP (1) City of Coppell TX (I) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 6 of 8 CR000I, 5- 21 -09, Rev.] CONCRETE COMPRESSIVE STRENGTH TEST REPORT " 711 1 ! ' , n X X � N „„ � , ii Report Number: 94091194.0045 ' It' 1 i 1 . 1 �� n,•.1. �I X �AXigl l Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1440 Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta. 26 +00 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 4.5 3 -6 Concrete Temp. (F): 70 Ambient Temp. (F): 61 Plastic Unit Wt. (pet): 150.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 7 1 6.00 28.27 03/06/10 03/10/10 5 120,840 4,270 4 7 2 6.00 28.27 03/06/10 03/12/10 7 136,390 4,820 4 7 3 6.00 28.27 03/06/10 03/19/10 14 147,400 5,210 4 7 4 6.00 28.27 03/06/10 04/02/10 28 168,630 5,960 5 7 5 6.00 28.27 03/06/10 04/02/10 28 167,060 5,910 4 Average (28 days) 5,940 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PncTrust Pacific Realty Associates LP (1) City of Coppell TX (1) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 7 of 8 CR0001, 5- 21.09, Rev.3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT . ' lu M„ r ,,,�„ �",N „ � ; �„ Report Number: 94091194.0045 „ r i 1C„„ „ " , Service Date: 03/05/10 8901 Carpenter Frwy. Report Date: 04/05/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1545 Sampled By: Jesus Rojas Mix ID: Weather Conditions: Partly cloudy Supplier: Lacy Accumulative Yards: Batch Size (cy): 7 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: Ticket No.: Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta. 24 +00 Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta. Slump (in): 2 1 -3 35 +50 Air Content ( %): 4.5 3 -6 Concrete Temp. (F): 70 Ambient Temp. (F): 65 Plastic Unit Wt. (pcf): 144.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (Ibs) (psi) Type 8 1 6.00 28.27 03/06/10 03/10/10 5 128,140 4,530 2 8 2 6.00 28.27 03/06/10 03/12/10 7 147,900 5,230 4 8 3 6.00 28.27 03/06/10 03/19/10 14 156,390 5,530 2 8 4 6.00 28.27 03/06/10 04/02/10 28 189,820 6,710 4 8 5 6.00 28.27 03/06/10 04/02/10 28 185,830 6,570 4 Average (28 days) 6,640 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compres ' = strength samples. . Terracon Rep.: Jesus Rojas Started: 0630 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By: (1) City of Coppell TX (2) Raiff Assoc Inc ric J. frevela d, P.E. (I) Lacy Construction Senior Project . nager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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 consent of our company. 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 8 of 8 CR0001, 5- 21 -09, Rev.)