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Gateway BP(1.4)-LR061218CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 3:14 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 959 Ticket No: 7174032 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, OF Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set No. 1 Specimen ID 1 1 2 Result 5.50 6.0 55 36 N/R Diameter Area (inches) (sq. inches) 6.00 28.27 6.00 28.27 Specification 3 -5 3 -6 lrerracon Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Sample Information Date Cast: December 9, 2006 Sampled by: Jesus Rojas Weather Conditions: Cloudy Accumulative Yards: 80/680 Placement Method: Pump Sample Locations: Noted on sketch as 1 Placement Location: Paving, refer to attached sketch Page 1 of 7 Date Tested 12/16/2006 12/16/2006 01/06/2007 01/06/2007 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Field Test Results do not meet project specifications. Average (7 Days) 28 28 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Time: 3:30 AM Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 116,770 4,130 7 123,170 4,360 4,250 1 3 1 4 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. O1-PDR /R01 -F,A re Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 3:48 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 1125 Ticket No: 7174037 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, °A°: Concrete Temperature, OF Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6.00 28.27 2 2 6.00 28.27 2 3 2 4 Result 5.50 6.0 50 35 N/R Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Page 2 of 7 Date Tested Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 12/16/2006 7 89,300 12/16/2006 7 87,170 Average (7 Days) 01/06/2007 28 01/06/2007 28 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Sample Information Date Cast: December 9, 2006 Sampled by: Jesus Rojas Weather Conditions: Cloudy Accumulative Yards: 180/680 Placement Method: Pump Sample Locations: Noted on sketch as 2 Placement Location: Paving, refer to attached sketch Time: 4:15 AM Field Test Results do not meet project specifications. Age at Maximum Compressive Test Load Strength (days) (Ibs) (psi) 3,160 3,080 3,120 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. 01- PDR,701fuwre Hey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 4:30 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 1093 Ticket No: 7174044 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, OF Ambient Temperature, °F: Plastic Unit Weight, pcf: Result 5.50 5.5 50 34 N/R Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 3 1 6.00 28.27 3 2 6.00 28.27 3 3 3 4 Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Sample Information Date Cast: December 9, 2006 Sampled by: Jesus Rojas Weather Conditions: Cloudy Accumulative Yards: 290/680 Placement Method: Pump Sample Locations: Noted on sketch as 3 Placement Location: Paving, refer to attached sketch Page 3 of 7 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Field Test Results do not meet project specifications. lierracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Time: 5:00 AM Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 12/16/2006 7 136,170 4,820 12/16/2006 7 147,500 5,220 Average (7 Days) 5,020 01/06/2007 28 01/06/2007 28 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. 01 ,DRrR0, -futur CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 5:14 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 7025 Ticket No: 7174052 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, °A,: Concrete Temperature, °F: Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set No. 4 4 4 4 Result 5.75 5.6 50 32 N/R Specimen Diameter Area ID (inches) (sq. inches) 1 6.00 28.27 2 6.00 28.27 3 4 Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Field Test Results do not meet project specifications. lierracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample Information Date Cast: December 9, 2006 Time: 6:00 AM Sampled by: Jesus Rojas Weather Conditions: Cloudy Accumulative Yards: 400/680 Placement Method: Pump Sample Locations: Noted on sketch as 4 Placement Location: Paving, refer to attached sketch Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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 7 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/16/2006 7 101,010 3,570 12/16/2006 7 94,910 3,360 Average (7 Days) 3,470 01/06/2007 28 01/06/2007 28 01- P()R/R01- FUlure Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 5:36 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 980 Ticket No: 6295860 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, °F: Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen No. ID 5 1 5 2 Result 5.50 5.8 50 30 N/R Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Sample Information December 9, 2006 Jesus Rojas Date Cast: Sampled by: Weather Conditions: Cloudy Accumulative Yards: 450/680 Placement Method: Pump Sample Locations: Noted on sketch as 5 Placement Location: Paving, refer to attached sketch Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Field Test Results do not meet project specifications. Diameter Area (inches) (sq. inches) 6.00 28.27 6.00 28.27 Page 5 of 7 Average (7 Days) 01/06/2007 28 01/06/2007 28 1[erracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Time: 6:30 AM Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/16/2006 7 75,280 2,660 12/16/2006 7 77,710 2,750 2,710 5 3 5 4 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. 01 GDRlR Fut ure Kay CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 6:36 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 1042 Ticket No: 7174066 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, °F: Ambient Temperature, °F: Plastic Unit Weight, pcf: Result 6.00 5.5 55 53 N/R Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 6 1 6.00 28.27 6 2 6.00 28.27 Specification 3 -5 3 -6 lierracon Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Field Test Results do not meet project specifications. Page 6 of 7 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample Information Date Cast: December 9, 2006 Sampled by: Jesus Rojas Weather Conditions: Cloudy Accumulative Yards: 590/680 Placement Method: Pump Sample Locations: Noted on sketch as 6 Placement Location: Paving, refer to attached sketch Time: 7:00 AM Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/16/2006 7 78,450 2,770 12/16/2006 7 83,480 2,950 Average (7 Days) 2,860 01/06/2007 28 01/06/2007 28 6 3 6 4 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. 0 P DRIRO1- Fut ure Hey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0022 Service Date: December 9, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 6:54 AM Plant: 7 Supplier: Lattimore Materials co Truck No: 1045 Ticket No: 7174069 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, °A°: Concrete Temperature, OF Ambient Temperature,0F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 7 1 6.00 28.27 7 2 6.00 28.27 7 3 7 4 Terracon Rep: Jesus Rojas Report Distribution: (1) Hill Wilkinson LTD (1) Halff Assoc Inc (1) City of Coppell TX (1) Haverty Furniture Co Inc Result 5.50 5.8 52 37 N/R Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Field Test Results do not meet project specifications. lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample Information Date Cast: December 9, 2006 Time: 7:30 AM Sampled by: Jesus Rojas Weather Conditions: Cloudy Accumulative Yards: 630/680 Placement Method: Pump Sample Locations: Noted on sketch as 7 Placement Location: Paving, refer to attached sketch Page 7 of 7 Age at Date Test Tested (days) Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Maximum Compressive Load Strength (lbs) (psi) 12/16/2006 7 99,460 3,520 12/16/2006 7 95,360 3,370 Average (7 Days) 3,450 01/06/2007 28 01/06/2007 28 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Reviewed by: Hussein H. Abusaad, P.E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. O1- PDRiRO1- Culure Key DETAIL NELING TING 'EMENT. 74 LF REMOVE CURB TO EXIST. CONCRETE Terracon Report No. 94061357.0022 Dated 12/09/2006 Haverty Pavement Expansion i._:. Ii RESTRIPE FIRE LANE irl I 6 I I 11 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 1:56 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 5016 Ticket No: 7173910 Mix I.D. No.: 1261 Water Added Onsite Before Test: O Gallons Water Added Onsite After Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, 0F: Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 1 4 Result 5.00 7.0 55 43 N/R Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Field Test Results do not meet project specifications. lferracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample Information Date Cast: December 7, 2006 Time: 2:25 AM Sampled by: Jesus Rojas Weather Conditions: clear Accumulative Yards: 50/690 Placement Method: Pump Sample Locations: Noted on sketch as 1 Placement Location: Paving, refer to attached sketch Page 1 of 7 Age at Date Test Tested (days) 12/14/2006 7 12/14/2006 7 01/04/2007 01/04/2007 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Maximum Load (lbs) 76,840 86,990 Average (7 Days) 28 28 Compressive Strength (psi) 2,720 3,080 2,900 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. O1- PDR/R01- Future Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 2 :32 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 5015 Ticket No: 6295659 Mix I.D. No.: 1261 Water Added Onsite Before Test: O Gallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, OF: Ambient Temperature, °F: Plastic Unit Weight, pcf: 2 3 2 4 Result 5.25 7.0 55 43 N/R Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6.00 28.27 2 2 6.00 28.27 Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Field Test Results do not meet project specifications. lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample information Date Cast: December 7, 2006 Time: 2:55 AM Sampled by: Jesus Rojas Weather Conditions: Clear Accumulative Yards: 150/690 Placement Method: Pump Sample Locations: Noted on sketch as 2 Placement Location: Paving, refer to attached sketch Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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 7 Date Tested 12/14/2006 12/14/2006 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (Ibs) (psi) 7 74,240 2,630 7 70,830 2,500 Average (7 Days) 2,570 01/04/2007 28 01/04/2007 28 O1- POF /ROVFUtu key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 3:24 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 1093 Ticket No: 7173925 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, oF: Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen No. ID 1 3 3 3 4 Result 5.00 6.0 55 38 N/R Diameter Area (inches) (sq. inches) 3 6.00 28.27 3 2 6.00 28.27 Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Sample Information Date Cast: December 7, 2006 Time: 4:00 AM Sampled by: Jesus Rojas Weather Conditions: Clear Accumulative Yards: 260/690 Placement Method: Pump Sample Locations: Noted on sketch as 3 Placement Location: Paving, refer to attached sketch Page 3 of 7 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 12/14/2006 7 89,520 3,170 12/14/2006 7 96,100 3,400 Average (7 Days) 3,290 01/04/2007 28 01/04/2007 28 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. O1-- PDR1301- Future Hey CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 4:12 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 7060 Ticket No: 1713934 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, °F: Ambient Temperature,°F: Plastic Unit Weight, pcf: Laboratory Test Data Set No. 4 Specimen ID 1 4 2 4 3 4 4 Result 5.50 5.8 53 37 N/R Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Field Test Results do not meet project specifications. Diameter Area (inches) (sq. inches) 6.00 28.27 6.00 28.27 Page 4 of 7 Date Tested lierracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample Information Date Cast: December 7, 2006 Time: 4:45 AM Sampled by: Jesus Rojas Weather Conditions: Clear Accumulative Yards: 370/690 Placement Method: Pump Sample Locations: Noted on sketch as 4 Placement Location: Paving, refer to attached sketch Age at Maximum Compressive Test Load Strength (days) (Ibs) (psi) 12/14/2006 7 92,850 3,280 12/14/2006 7 78,660 2,780 Average (7 Days) 3,030 01/04/2007 28 01/04/2007 28 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. O1- PDR /RO1 -Fuft Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 4:52 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 7059 Ticket No: 7173940 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 10 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, °F: Ambient Temperature, °F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 5 1 6.00 28.27 5 2 6.00 28.27 5 3 5 4 Result 5.50 5.6 55 40 N/R Field Test Results do Specification 3 -5 3 -6 not Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 lferracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Sample Information Date Cast: December 7, 2006 Sampled by: Jesus Rojas Weather Conditions: Clear Accumulative Yards: 450/690 Placement Method: Pump Sample Locations: Noted on sketch as 5 Placement Location: Paving, refer to attached sketch Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Time: 5:15 AM meet project specifications. Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 12/14/2006 7 112,460 3,980 12/14/2006 7 103,730 3,670 Average (7 Days) 3,830 01/04/2007 28 01/04/2007 28 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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 7 01 ,ure Ka CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 5:37 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 959 Ticket No: 7173948 Mix I.D. No.: 1261 Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, °A°: Concrete Temperature, °F: Ambient Temperature, Plastic Unit Weight, pcf: Result 5.50 5.7 54 38 N/R Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 6 1 6.00 28.27 6 2 6.00 28.27 Specification 3 -5 3 -6 lierracon Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Sample Information Date Cast: December 7, 2006 Sampled by: Jesus Rojas Weather Conditions: Clear Accumulative Yards: 560/690 Placement Method: Pump Sample Locations: Noted on sketch as 6 Placement Location: Paving, refer to attached sketch Page 6 of 7 Date Tested 12/14/2006 12/14/2006 01/04/2007 01/04/2007 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Field Test Results do not meet project specifications. 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Time: 5:55 AM Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 96,210 3,400 7 87,960 3,110 Average (7 Days) 3,260 28 28 6 3 6 4 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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. O1- PDR /RO1 -FLU,, Nev CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061357.0017 Service Date: December 7, 2006 Client: Hill Wilkinson LTD Attn: Gene Fort 800 Klein Rd Ste 100 Plano TX 75074 Material Information Specified Strength: 3000 psi 28 Days Batch Time: 6:16 AM Plant: 7 Supplier: Lattimore Materials Co Truck No: 7025 Ticket No: 7173953 Mix I.D. No.: 1261 Water Added Onsite Before Test: OGallons Water Added Onsite After Test: 15 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, oF: Ambient Temperature,°F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 7 1 6.00 28.27 7 2 6.00 28.27 7 7 3 4 Terracon Rep: Jesus Rojas Report Distribution: (1) Hill Wilkinson LTD (1) Halff Assoc Inc (1) City of Coppell TX (1) Haverty Furniture Co Inc Result 5.00 5.6 53 37 N/R Specification 3 -5 3 -6 Report Date: December 18, 2006 Project: Haverty Pavement Expansion 770 Gateway Blvd. PO #14 -2155 Coppell, TX Project No.: 94061357 Page 7 of 7 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 12/14/2006 7 91,970 12/14/2006 7 85,060 Average (7 Days) 01/04/2007 28 01/04/2007 28 Reviewed by: lierracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Sample Information Date Cast: December 7, 2006 Sampled by: Jesus Rojas Weather Conditions: Clear Accumulative Yards: 630/690 Placement Method: Pump Sample Locations: Noted on sketch as 7 Placement Location: Paving, refer to attached sketch Time: 7:00 AM Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 3,250 3,010 3,130 Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Hussein H. Abusaad, P.E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written 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- 01- FiF /R01.F,ure '{ey c6ul) lN|OP NOISNVdX3 z Terracon Report No. 94061357.0017 Dated 12/07/2006 (Haverty Pavement Expansion)