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ST9905DR-LR080724 CONCRETECOMPRESSWESTRENGTHTEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 6:58am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 7:15am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 60 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 14+00 Placement Location: Bethel Road Sta. 14+00 to Sta. 31+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.50 4.4 89 92 148.0 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1 064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 07/16/2008 7 1 2 08/06/2008 28 1 3 08/06/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 121,600 4,300 The tests were performed in general accordance with applicable ASTM, MSHTO, 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 10 Ot-DGR/R01.FUiuliiKeY CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas. Texas 75247 (214) 630-1010 Batch Time: 7:40am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 7:45am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 170 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 17+25 Placement Location: Bethel Road Sta. 14+00 to Sta. 31+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.00 3.0 90 93 150.4 Specification Test Method ASTM C143' ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/16/2008 7 2 2 08/06/2008 28 2 3 08/06/2008 28 Services _ Obtain samples of fresh concrete at the'placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 146,390 5,180 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 10 01.00RlR01.flliJie KGy CONCRETECOMPRESSNESTRENGTHTEST Report Number: 94081124.0051 Service Date: July 9. 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas. Texas 75247 (214) 630-1010 Batch Time: 8:19am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9. 2008 Time: 8:35am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 290 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 18+50 Placement Location: Bethel Road Sta. 14+00 to Sta. 31 +00 Client: City of Coppel! TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature. of: Plastic Unit Weight, pcf: Result 1.00 3.5 91 94 149.6 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 3 1 6.00 28.27 07/16/2008 7 3 2 08/06/2008 28 3 3 08/06/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 132,710 4,690 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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical materials. Page.3 of 10 Ot..ooRlRot..futl.. Key CONCRETE COMPRESSNE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracDn 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 8:54am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 9:00am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 410 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 20+00 Placement Location: Bethel Road Sta. 14+00 to Sta. 31+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, DF: Ambient Temperature, DF: Plastic Unit Weight, pcf: Result 1.00 3.7 92 94 148.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 4 1 6.00 28.27 07/16/2008 7 4 2 08/06/2008 28 4 3 08/06/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive . Load Strength (Ibs) (psi) 136,090 4,810 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repert is exclusively for the use ef the client Indicated abeve and shall net be repreduced except In full witheut the written censent of O,ur cempany. Test results transmitted herein are only applicable to. the actual samples tested at the lecatien{s) referenced and are not necessarily indicative ef the properties ef ether apparently similar er identical . materials. . Page 4 ef 10 01~oG-RIR01.f'uiUr.KOV CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 9:26am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 9:35am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 520 Placement Method: Direct Discharge Sample Locations: Sta.21+50 Placement Location: Bethel Road Sta. 14+00 to Sta. 31+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.75 4.4 91 95 147.6 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C 1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 5 1 6.00 28.27 07/16/2008 7 5 2 08/06/2008 28 5 3 08/06/2008 28 Services ~ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 132,930 4,700 The tests were performed In general accordan~e 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 10 D"i.ooRIRDI.FuluJe KIY CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 10:02am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 10:05am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 640 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 23+00 Placement Location: Bethel Road Sta. 14+00 to Sta. 31+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.75 4.4 92 95 151.6 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTMC138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 6 1 6.00 28.27 07/16/2008 7 6 2 08/06/2008 28 6 3 08/06/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 138,120 4,880 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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials. Page 6 of 10 ot.oGRlRlJ1.futur.KIY CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas. Texas 75247 (214) 630-1010 Batch Time: 10:34am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 10:30am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 750 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 24+75 Placement Location: Bethel Road Sta. 14+00 to Sta. 31 +00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 2.4 92 96 154.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 7 1 6.00 28.27 07/16/2008 7 7 2 08/06/2008 28 7 3 08/06/2008 28 Services. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 150,230 5,310 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 10 01.OGRJRCn.Full..)(ey CONCRETE COMPRESSWESTRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 11 :OOam Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 11 :05am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 850 Placement Method: Direct Discharge Sample Locations: Sta. 25+75 Placement Location: Bethel Road Sta. 14+00 toSta. 31+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 4.4 92 97 150.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 8 1 6.00 28.27 07/16/2008 7 8 2 08/06/2008 28 8 3 08/06/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 134,150 4,740 The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report Is exclusively for the use of the client Indicated above and shall not be reproduced except in full withoutlhe written consent of our company. Test results transmitted herein are only applicable to the actual samples tested althe locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 8 of 10 DI.oORIROt;FUtUriiKoy CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 11 :34am Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsile After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9, 2008 Time: 11 :35am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 960 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 27+00 Placement Location: Bethel Road Sta. 14+00 to Sta. 31 +00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 4.4 92 98 150.8 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 9 1 6.00 28.27 07/16/2008 7 9 2 08/06/2008 28 9 3 08/06/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load StrenWh (Ibs) (psi 145,160 5,130 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 9 of 10 . 01~R/R01..fuu.Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0051 Service Date: July 9,2008 lrerracon 8901 Carpenter Frwy. Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 12:21 pm Plant: On-site Supplier: Tiseo Paving Truck No: Ticket No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 9,2008 Time: 12:30pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 1120 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 29+75 Placement Location: Bethel Road Sta. 14+00 to Sta. 31+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppel! TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 4.3 91 98 152.8 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 10 1 6.00 28.27 07/16/2008 7 10 2 08/06/2008 28 1 0 3 08/06/2008 28 Services. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strenijth (Ibs) (psi 136,530 4,830 Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Terracon Rep: Johnny L. Clinton IC Ie land, P.E. Senior Proje t Engineer 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 wlthoul the written consent of our company. Test results transmitted herein are only applicable 10 the actual samples tested at the locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical materials. Page 10 of 10 01.ooRlR01.fuue Krt CONCRETE COMPREssWE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 9:00am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 30 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 31 +50 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 8:44am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsile Before Test: Water Added Onsile After Test: Tickel No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.50 4.2 90 92 152.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 07/17/2008 7 1 2 08/07/2008 28 1 3 08/07/2008 28 Services. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psI) 142,110 5,030 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 9 Ot-MWBlR01.Ful1n K->>, CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 9:30am Sampled by: Johnny L. Clinton Weather Conditions: clear Accumulative Yards: 140 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 32+75 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 9:23am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1 4.0 90 94 155.2 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/17/2008 7 2 2 08/07/2008 28 2 3 08/07/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 148,170 5,240 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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials. Page 2 of 9 ot-MWBJR01.fllueKoy CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 10:00am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 240 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 34-25 Placement Location: Bethal Road Sta. 31 +00 to 44+75 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 9:55am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 2.4 91 95 156.1 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 3 1 6.00 28.27 07/.17/2008 7 3 2 08/07/2008 28 3 3 08/07/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 138,560 4,900 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparentiy similar or identical materials. Page 3 of 9 01-MWBlRDI.futw.KII')' CONCRETE COMPREssWE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 10:35am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 350 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 36+00 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX Atln: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 10:28am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 3.1 92 95 154.4 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 4 .1 6.00 28.27 07/17/2008 7 4 2 08/07/2008 28 4 3 08/07/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 124,850 4,420 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 fuli without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical materials. Page 4 of 9 01-MWB1R01-fulUl'ot<ey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road 1 - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 11 :30am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 460 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta.37-25 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 11 :04am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 0.75 2.5 91 95 155.5 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C 1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inChes) (sq. inches) Tested ~ 5 1 6.00 28.27 07/17/2008 7 5 2 08/07/2008 28 5 3 08/07/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 150,790 5,330 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 cons'ent of our company. Test results transmitted herein are only applicable to the actual samples tested at the locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials. Page 5 of 9 01-MWBIR01-FuueKG)' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10. 2008 lrerracon 8901 Carpenter Frwy. Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 . Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 12:00pm Sampled by: Johnny L. Clinton Weather Conditions: Clear ' Accumulative Yards: 580 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 39+00 Rlacement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX AUn: Rick O'Dell Engineering Oept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 11 :58am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.50 3.6 92 96 154.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 6 1 6.00 28.27 07/17/2008 7 6 2 08/07/2008 28 6 3 08/07/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) . (psi) 155,530 5,500 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 9 DtMNBlR01..futuf. K~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081.124 Sample Information Date Cast: July 10, 2008 Time: 12:50 Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 700 Batch Size (cy): 10.00 Placement Method: Sample Locations: . Sta. 41 +00 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 12:45pm Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 3.1 92 97 151.2 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 7 1 6.00 28.27 07/17/2008 7 7 2 08/07/2008 28 7 3 08/07/2008 28 Services. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 133,550 4,720 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 Indlcatlve of the properties of other apparently similar or identical materials. Page 7 of 9 OI-M'NBlR01-FutIM. Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 2008 Time: 1 :45pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 810 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 42+38 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 1 :27pm Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.00 3.2 92 98 152.0 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 8 1 6.00 28.27 07/17/2008 7 8 2 08/07/2008 28 8 3 08/07/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 140,670 4,970 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 80t 9 OtoMWBIROI-Fuu. K.y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0053 Service Date: July 10, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 . 0 Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 10, 200'8 Time: 2:15pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 930 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 44+00 Placement Location: Bethal Road Sta. 31+00 to 44+75 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 2:08pm Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.00 4.2 92 98 151.6 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 9 1 6.00 28.27 07/17/2008 7 9 2 08/07/2008 28 9 3 08/07/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 132,090 4,670 Terracon Rep: Johnny L. Clinton Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Eric J. C veland, P.E. Senior P . ct Engineer 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 90f9 Ot-MWSlRQI..ful1a'.Ke)' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 . lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247, (214) 630-1010 Batch Time: 7:22am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 3 Mix I.D. No.: 2478M Water Added Onsite Before Test: o Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 7:30am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 30 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 45+80 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of C()ppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Materia/Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 2.7 88 91 153.2 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 ' 07/18/2008 7 1 2 08/08/2008 28 1 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. MaxImum Compressive Load Strength (Ibs) (psi) 146,890 5,190 The tests were performed in general accordance with applicable ASTM, AASHTO, or DbT 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 12 OI.eMs.mI.FuIur.K~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: . July 11, 2008 .lrerracon 8901 Carpenter FrWy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: City of Coppell TX AUn: Rick O'Dell Engineering Oept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008. Time: 8:00am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 130 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta.47+25 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Batch Time: 7:58am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 13 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added OnsUe After Test: 0 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 2.00 4.7 90 93 149.2 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 , ., Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/18/2008 7 2 2 08/08/2008 28 2 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strenijth (Ibs) (psi 133,810 4,730 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 12 O...MSlRDI-l'......oy CONCRETE COMPRESSWE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 8:32am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 26 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 8:35am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 260 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 48+75 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 2.00 4.0 91 94 151.6 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq, inches) Tested ~ 3 1 6.00 28.27 07/18/2008 7 3 2 08/08/2008 28 3 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 139,010 4,920 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 12 Oi..sUSlROi-F'utui.K.y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: City of Coppell TX AUn: Rick O'Dell Engineering Oept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 9:05am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 370 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta~ 50+00 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Batch Time: 9:02am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 37 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.75 2.9 91 94 154.0 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C 1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 4 1 6.00 28.27 07/18/2008 7 4 2 08/08/2008 28 4 3 08/08/2008 28 Services. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 126,470 4,470 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 wrillen 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 12 D1.BUSIRIU..r1l1ur. K..,. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracDn 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 480 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 52+00 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Cappel! TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: Supplier: Truck No: Mix I.D. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Plant: On-Site Tiseo Paving Co. Ticket No: Batch 49 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 3.0 90 94 154.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 5 1 6.00 28.27 07/18/2008 7 5 2 08/08/2008 28 5 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 130,120 4,600 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 localion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 12 . Oi-aUslRD1-Fllb'el<ey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 10;29am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 59 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 10:40am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 580 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 53+00 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Cappel! TX75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 0.75 3.4 91 94 153.2 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 6 1 6.00 28.27 07/18/2008 7 6 2 08/08/2008 28 6 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 144,320 5,100 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 12 01-8MS1RDI.Fu4uf,K,y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracDn 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 11: 14am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 70 Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July' 11, 2008 Time: 11 :15am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 690 Batch Size (cy): 10.00 Placement Method: Sample Location,s: Sta. 54+50 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 3.2 92 95 153.2 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 7 1 6.00 28.27 07/18/2008 7 7 2 08/08/2008 28 7 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 147,460 5,210 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 12 o1-aMSnUiI-futureKey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 .lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 11 :58am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 82 Mix I.D. No.: 2478M Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 0 Gallons Report Date: July 24,2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, :rX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 12:05pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 810 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 56+00 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 0.50 2.1 92 96 156.0 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 8 1 6.00 28.27 07/18/2008 7 8 2 08/08/2008 28 8 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 146,540 5,180 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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical materials. Page 8 of 12 lJ1-8MSJROI.Fuu;,'-Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracan 8901 Carpenter Frwy. Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 12:34am Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 93 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadl,'Vay & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 12:40pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 920 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 58+00 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 0.75 3.1 91 96 154.8 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 9 1 6.00 28.27 07/18/2008 7 9 2 08/08/2008 28 9 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 96,010 3,400 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 9 of 12 OI-BMSlROt.f'....K-r CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 1 :31 pm Plant: On-Site Supplier: Tiseo Paving Co. Truck No: ' Ticket No: Batch 107 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 1 :35pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 1050/1400 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 59+75 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Goppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 3.2 92 97 154.0 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 10 1 6.00 28.27 07/18/2008 7 10 2 08/08/2008 28 10 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 147,350 5,210 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 10 of 12 OI..........F"...." CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 2:13pm Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 122 Mix I.D. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 2:20pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 1200/1400 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 62+00 Placement Location: Bethel Road Sta. 45+50 to Sta. 65+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 1.00 4.0 92 97 153.2 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C 1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested ~ 11 1 6.00 28.27 07/18/2008 7 11 2 08/08/2008 28 11 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 130,840 4,630 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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials. . Page 11 of 12 OI-BMMlOI-FtilJriiKI)' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0055 Service Date: July 11, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Batch Time: 2:52pm Plant: On-Site Supplier: Tiseo Paving Co. Truck No: Ticket No: Batch 136 Mix 1.0. No.: 2478M Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 11, 2008 Time: 3:00pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 1340 Batch Size (cy): 10.00 Placement Method: Sample Locations: Sta. 64+00 Placement Location: Bethel Road 8ta. 45+50 to Sta. 65+00 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 0.75 2.9 92 99 154.8 Specification Test Method A8TM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 12 1 6.00 28.27 07/18/2008 7 12 2 08/08/2008 28 12 . 3 08/08/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 152,100 5,380 Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Terracon Rep: Johnny L. Clinton c J. Clevela d, P.E. Senior Project ngineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the us 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 12 of 12 01-8MS1R01-FUlUfiiKey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0058 Service Date: July 14, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons 15 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 14, 2008 Time: 8:15am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 40 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: West turn lane at Royal & Bethel Placement Location: East & West turn lane at Bethel Rd. & Royal Ln. Client: City of Cop pel I TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppel! TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 7:37am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Batch #4 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 3.50 3.6 90 94 150.4 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C 1064 ASTM C 138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 1 1 6.00 28.27 07/16/2008 2 1 2 6.00 28.27 07/17/2008 3 1 3 6.00 28.27 07/21/2008 7 1 4 08/11/2008 28 1 5 08/11/2008 28 Services. Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 102,060 3,610 107,100 3,790 132,680 4,690 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 2 DI-MWBlR01~FUhMii Kif CONCRETE COMPRESSNE STRENGTH TEST Repo~ Number: 94081124.0058 Service Date: July 14, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, 'Texas 75247 (214) 630-1010 o Gallons 18 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 14, 2008 Time: 9:00am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 80 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: SE corner of Bethel & Royal Placement Location: East & West turn lane at Bethel Rd. & Royal Ln. Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 8:48am Supplier: Tiseo Paving Truck No: Mix I.D. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Batch #4 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 7.00 4.2 90 95 148.8 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C 1064 ASTM C 138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/17/2008 3 2 2 6.00 28.27 07/21/2008 7 2 3 08/11/2008 28 2 4 08/11/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 104,760 3,700 144,020 5,090 Report Distribution: (1) Clly of Coppell TX (1) Tiseo Paving Company Reviewed by: Terracon Rep: Johnny L. Clinton Eric J. Cleveland, P.E. . Senior Project Engineer 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 al~BlRa1-FIlIul.KrjI CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0058A Service Date: July 14, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 14, 2008 Time: 10:40am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 60 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 10+25 Placement Location: South bound Creekview Sta. 0+00 to 11 +1 0 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 10:28am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test Ticket No: Batch #19 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 2.9 91 96 154.2 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C 1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 07/21/2008 7 1 2 08/11/2008 28 1 3 08/11/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 141,020 4,990 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 locatlon{s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5 gtoMWBlR01.fuu. Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0058A Service Date: July 14, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 14, 2008 Time: 11:15am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 180 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 10+25 Placement Location: South bound Creekview Sta. 0+00 to 11 +1 0 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 11: 12am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsile Before Test: Water Added Onsite After Test: Ticket No: Batch # Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 4.2 91 97 152.0 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C 1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/21/2008 7 2 2 08/11/2008 28 2 3 08/11/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 128,550 4,550 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 wilhout 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 5 D1-MWSlROI.Fu\urIiKey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0058A Service Date: July 14, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas. Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: . July 14, 2008 Time: 12:00pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 300 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 10+25 Placement Location: South bound Creekview Sta. 0+00 to 11 +1 0 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 11 :53am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Batch #43 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.00 3.8 92 97 152.8 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C.1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 3 1 6.00 28.27 07/21/2008 7 . 3 2 08/11/2008 28 3 3 08/11/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive . strength samples. Maximum Compressive Load Strength (Ibs) (psi) 144,630 5,110 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5 DI.MWBiRo1~FuiUf. Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0058A Service Date: July 14, 2008 lrerracDn 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 14,2008 Time: 12:37am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 420 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 10+25 Placement Location: South bound Creekview Sta. 0+00 to 11 +1 0 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 12:33am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Batch #55 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, OF: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 0.50 2.9 92 98 154.4 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C 1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 4 1 6.00 28.27 07/21/2008 7 4 2 08/11/2008 28 4 3 08/11/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 137,880 4,880 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 transmllted 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 5 OloMWBlRO'-FUtlifiil<tiy CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0058A Service Date: July 14, 2008 . lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 14, 2008 Time: 1 :30pm Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 550 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 10+25 Placement Location: South bound Creekview Sta. 0+00 to 11 +1 0 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 1:14pm Supplier: Tiseo Paving Truck No: Mix I.D. No.: 2478M Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Batch #68 . Field Test Data Test Slump, inches: Air Content, %! Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 1.50 4.0 92 98 152.8 Specification Test Method ASTM C 143 ASTM C 231 ASTM C 1064 ASTM C 1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 5 1 6.00 28.27 07/21/2008 7 5 2 08/11/2008 28 5 3 08/11/2008 28 Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 144,000 5,090 Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Terracon Rep: Johnny L. Clinton ric J. Clevela d, P.E. Senior Project ngineer The tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusively for the se 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical materials. Page 5 of 5 DI~BJRlJI~.K"Y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0059 Service Date: July 15, 2008 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 o Gallons 15 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 15, 2008 Time: 7:45am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 60 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Turn lane ioto Creekview, NW corner Placement Location: Bethel Turn Lanes Sta. 12+00 to 13+00, Sta. 111 +50 to 112+00, and turn lane onto Creekview Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 7:46am Supplier: Tiseo Paving Truck No:. Mix I.D. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 3.50 3.2 89 91 148.0 Specification Test Method ASTM C143 ASTM C231 ASTM C 1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested ~ 1 1 6.00 28.27 07/22/2008 7 1 2 08/12/2008 28 1 3 08/12/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 138,340 4,890 The tests were perfonned in general accordance with applicable ASTM. MSHTO, 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 2 D1~MSIROI.Fu....Key CONCRETE COMPRESSWE STRENGTH TEST Report Number: 94081124.0059 Service Date: July 15; 2008 lrerracon 8901 Carpenter Frwy. Ste #100 Dallas. Texas 75247 (214) 630-1010 o Gallons 18 Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 15, 2008 Time: 10:25am Sampled by: Johnny L. Clinton Weather Conditions: Clear Accumulative Yards: 150 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 111 +50 Placement Location: Bethel Turn Lanes Sta. 12+00 to 13+00, Sta. 111 +50 to 112+00, and turn lane onto Creekview Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Cop pel I TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 9:54am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, OF: Plastic Unit Weight, pcf: Result 4.50 4.0 91 94 146.8 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (Inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/22/2008 7 2 2 08/12/2008 28 2 3 08/12/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 139,670 4,940 Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Terracon Rep: Johnny L. Clinton Eric J. leveland. P.E. SenIor roject Engineer. 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 lested at the locatlon(s) referenced and are not necessarily Indicative of the properties of other apparenUy similar or Identical materials. . . '" Page 2 of 2 OI-8MSlR01.Futilrlli Key SAMPLE PICK-UP Report Number: 94081124.0060 Service Date: July 15, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Services - Concrete cylinder pickup. Report Date: Project: Project No.: TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 24 Report No.: 94081124.0058 No. of Cylinders: 9 Report No.: 94081124.0058A No. of Cylinders: 15 July 24, 2008 Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX 94081124 Terracon Rep: Johnny L. Clinton. Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Eric J. Cleveland. P. . Senior Project Engineer 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 apparenUy similar or identical materials. . Page 1 of 1 2iB~Futui.Kev CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0061. Service Date: July 16,2008 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 24 Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #5T 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 16, 2008 Time: 7:45 am Sampled by: Johnny L. Clinton Weather Conditions: cloudy Accumulative Yards: 30 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 18+00 Placement Location: Bethel Road Tum Lanes Sta. 17+50 to 19+00, 21+50 to 22+75, 44+85 to 47+25,52+00 to 53+00, and 58+50 to 59+75 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 7:26 am Supplier: Tiseo Paving Truck No: Mix I.D. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature, of: Plastic Unit Weight, pcf: Result 7 3.2 89 92 149.2 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 07/23/2008 7 1 2 08/13/2008 28 1 3 08/13/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 124,500 4,400 The tests were performed in general accordance with applicable ASTM, MSHTO, 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 locallon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical materials. . Page 1 of 4 .,.-.,....... K., CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0061 Service Date: July 16, 2008 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 19 Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 16, 2008 Time: 9:30 am Sampled by: Johnny L. Clinton Weather Conditions: cloudy Accumulative Yards: 130 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: USPS driveway Placement Location: Bethel Road Turn Lanes Sta. 17+50 to 19+00,21+50 to 22+75, 44+85 to 47+25, 52+00 to 53+00, and 58+50 to 59+75 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 9:15 am Supplier: Tiseo Paving Truck No: Mix 1.0. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature,oF: Plastic Unit Weight, pcf: Result 6 3.6 90 94 148.4 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 07/23/2008 7 2 2 08/13/2008 28 2 3 08/13/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 108,170 3,830 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 4 . .....-......... Ol-MWBIRO\-FlAln t<ey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0061 Service Date: July 16, 2008 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 24 Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Sample Information Date Cast: July 16, 2008 Time: 12:00 pm Sampled by: . Johnny L. Clinton Weather Conditions: cloudy Accumulative Yards: 240 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta. 45+50 Placement Location: Bethel Road Turn Lanes Sta. 17+50 to 19+00, 21+50 to 22+75, 44+85 to 47+25, 52+00 to 53+00, and 58+50 to 59+75 Client: City of Coppell TX Attn: Rick O'Dell Engineering Dept PO Box 9478 Coppell TX 75019 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 11 :43 am Supplier: Tiseo Paving Truck No: Mix I.D. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature,oF: Plastic Unit Weight, pcf: Result 6.0 3.9 91 95 147.6 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratorv Test Data Age at Set Specimen Diameter Area Date Test No. 10 (inches) (sq. inches) Tested (days) 3 1 6.00 28.27 07/23/2008 7 3 2 08/13/2008 28 3 3 08/13/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 133,180 4,710 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 4 D1-MWB1RD;~Fl.ti.tii-K.y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94081124.0061 Service Date: July 16, 2008 lrerracan 8901 Carpenter Frwy, ste #1 00 Dallas, Texas 75247 . (214) 630-1010 20 Gallons o Gallons Report Date: July 24, 2008 Project: Bethel Road I - #ST 99-05 Roadway & Drainage Improvements City Limit Line to Freeport Parkway Coppell, TX Project No.: 94081124 Samole Information Date Cast: July 16, 2008 Time: 2:15 pm Sampled by: Johnny L. Clinton Weather Conditions: cloudy Accumulative Yards: 350 Batch Size (cy): 10.00 Placement Method: Direct Discharge Sample Locations: Sta.59+10 Placement Location: Bethel Road Turn Lanes Sta. 17+50 to 19+00,21+50 to 22+75, 44+85 to 47+25,52+00 to 53+00, and 58+50 to 59+75 Client: City of Coppell TX AUn: Rick O'Dell Engineering Dept PO Box 9478 Goppell TX 75019 Material Information . Specified Strength: 3600 psi @ 28 Days Batch Time: 1 :52 pm Supplier: Tiseo Paving Truck No: Mix I.D. No.: 2478H Water Added Onsite Before Test: Water Added Onsite After Test: Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, of: Ambient Temperature,oF: Plastic Unit Weight, pcf: Result 6.0 3.7 91 96 148.0 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1 064 ASTM C138 Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 4 1 6.00 28.27 07/23/2008 7 4 2 08/13/2008 28 4 3 08/13/2008 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Maximum Compressive Load Strength (Ibs) (psi) 127,910 4,520 Report Distribution: (1) City of Coppell TX (1) Tiseo Paving Company Reviewed by: Terracon Rep: Johnny L. Clinton ric lEland, P.E. Senior Pr Ject Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the u . 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 4 O~1.tM3IR01.fl&riI<.y