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ST9801-LR001013TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Repoded To: 140 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 36+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 26.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: CP101353 10/19/00 115300 7 4080 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101354 11/9/00 28 CP101355 11/9/00 28 10/13/00 3500 psi @ 28 days 252 of 270 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: 81 °F 4:25 PM LMC-Mix 42 Mix 86 o F Air Content 5.7 % Pick-Up Charge: N/A Ticket No.: Slump 7094206 2.75 Inches Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Unit Weight Yield City of Coppell ~ Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. PCF CF/CY Page 1'of 1 Test Methods: ASTM C 31, C 39. C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 130 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 24+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: CP101303 CP101304 Test Date: 10/19/00 11/10/00 Maximum Load, LBS: 117120 139060 Age When Tested, Days: 7 28 Compressive Strength, PSh 4140 4920 Average Strength, PSh 4965 Type Break: Conical (U.N.O.) Remarks: CP101305 11/10/00 141760 28 5010 10/13/00 3500 psi @ 28 days 30 of 400 R. Shaheed Temperature: Ambient 62 o F Mix 78 ° F Air Content 4.8 % Slump 2.25 Inches Time of Sample: 8:49 AM Pick-Up Charge: Yes Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094113 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield CF/CY City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. 131 JOb No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 26+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: CP101308 CP101309 Test Date: 10/19/00 11/10/00 Maximum Load, LBS: 109980 131600 Age When Tested, Days: 7 28 Compressive Strength, PSh 3890 4650 Average Strength, PSI: 4630 Type Break: Conical (U.N.O.) Remarks: CP101310 1 /10/00 30390 28 4610 10/13/00 3500 psi @ 28 days 80 of 400 R. Shaheed Temperature: Ambient 67 ° F Mix 61 ° F Air Content 4.5 % Slump 1.75 Inches Time of Sample: 9:00 AM Pick-Up Charge: Yes Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094120 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield CF/CY City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 133 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 28+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell- Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: CP101318 CP 101319 Test Date: 10/19/00 11/10/00 Maximum Load, LBS: 98530 120370 Age When Tested, Days: 7 28 Compressive Strength, PSh 3490 4260 Average Strength, PSI: 4320 Type Break: Conical (U.N.O.) Remarks: CP101320 11/10/00 123840 28 4380 10/13/00 3500 psi @ 28 days 100 of 400 R. Shaheed Temperature: Ambient 63 ° F Mix 80 o F Air Content 5.0 % Slump 2.0 Inches Time of Sample: 10:12 AM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094124 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: ' Admixture(s): Distribution: Yield City '~f Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETI'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS. DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 132 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 27+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell- Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: CP10! 313 CP101314 Test Date: 10/19/00 11/10/00 Maximum Load, LBS: 99430 117380 Age When Tested, Days: 7 28 Compressive Strength, PSI: 3520 4150 Average Strength, PSi: 4275 Type Break: Conical (U.N.O.) Remarks: CP101315 11/10/00 124520 28 4400 10/13/00 3500 psi@28 days 81 of 396 R. Shaheed Temperature: Ambient 62 ° F Mix 70 ° F Air Content 4,0 % Slump 1.25 Inches Time of Sample: 9:45 AM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094126 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield CF/CY City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1 OUR LETI'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 135 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 31+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell- Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: CP101328 10/19/00 96780 7 3420 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101329 11/10/00 122280 28 4330 4400 CP101330 11/10/00 126450 28 4470 10/13/00 3500 psi @ 28 days 162 of 396 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 70 ° F 12:40 PM LMC-Mix 42 Mix 85 o F Unit Weight Air Content 4.9 % Pick-Up Charge: N/A Ticket No.: PCF Slump 1.75 Inches 7094162 Yield CF/CY City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Si Page __ of 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C OUR LETTERS AND REPORTS ARE FOR THE EXCLUSNE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED, TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 134 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 29+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101323 10/19/00 99760 7 3530 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101324 11/10/00 122120 28 4320 4105 CP101325 11/10/00 109860 28 3890 10/13/00 3500 psi @ 28 days 150 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 63 ° F 11:00 AM LMC-Mix 42 Mix 80 ° F Unit Weight Air Content 5.0 % Pick-Up Charge: N/A Ticket No.: PCF Slump 2.0 Inches 3114616 Yield City of Coppeil - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 139 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 35+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101348 10/19/00 124350 7 4400 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101349 11/10/00 136930 28 4840 4820 CP101350 11/10/00 135740 28 4800 10/13/00 3500 psi @ 28 days 225 of 396 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 80 ° F 2:40 PM LMC-MiX 42 Mix 88 ° F Unit Weight Air Content 5.0 % Pick-Up Charge: N/A Ticket No.: PCF Slump 1.5 Inches 7094195 Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LE'FrERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:g72-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 137 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 33+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area o 28.27 SOD IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSI: Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101338 10/19/00 117530 7 4160 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101339 11/10/00 132340 28 4680 4825 CP101340 11/10/00 140420 28 4970 10/13/00 3500 psi @ 28 days 250 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 78 ° F 1:18 PM LMC-Mix 42 Mix 85 ° F Unit Weight Air Content 5.0 % Slump Pick-Up Charge: N/A Ticket No.: 7094172 PCF 2.0 Inches Yield City of Coppell- Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39. C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS. DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 136 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 31+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101333 10/19/00 102210 7 3620 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101334 11/10/00 116040 28 4100 4265 CP101335 11/10/00 125260 28 4430 10/13/00 3500 psi @ 28 days 170 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 78 ° F 12:00 PM LMC-Mix 42 Mix 84 o F Unit Weight Air Content 4.5 % Pick-Up Charge: N/A Ticket No.: PCF Slump 2.5 Inches 7094146 Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Page 1 of 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 Report No.: Location: Project: Contractor: Reported To: (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CONCRETE COMPRESSION TEST REPORT 140 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 36+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101353 CP101354 CP101355 10/19/00 11/10/00 11/10/00 115300 136190 138990 7 28 28 4080 4820 4920 4870 10/13/00 3500 psi@28 days 252 of 270 R. Shaheed Temperature: Ambient 81 ° F Mix 86 ° F Air Content 5.7 % Slump 2.75 Inches Time of Sample: 4:25 PM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094206 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY 06 g Page 1 of 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1~ OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. 132 JOb No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 27+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. Date Cast: Specification: Quantity Represented: Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSI: Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: Sampled By: By Order Of: CP101313 CP101314 CP101315 10/19/00 11/9/00 11/9~0 99430 7 28 28 3520 10/13/00 3500 psi @ 28 days 81 of 396 R. Shaheed Temperature: Ambient 62 ° F Mix 70 ° F Air Content 4.0 % Slump 1.25 Inches Time of Sample: 9:45 AM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094126 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Page 1 of 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 131 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 26+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101308 CP101309 CP101310 10/19~0 11~/00 11/9/00 109980 7 28 28 3890 10/13/00 3500 psi @ 28 days 80 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: 67 ° F 9:00 AM LMC-Mix 42 Mix 61 ° F Air Content 4.5 % Pick-Up Charge: Yes N/A Ticket No.: Slump 1.75 Inches 7094120 Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Unit Weight Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. PCF CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETI'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 130 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 24+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101303 CP101304 CP101305 10/19/00 11/9~0 11/9/00 117120 7 28 28 4140 10/13/00 3500 psi @ 28 days 30 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: 62 ° F 8:49 AM LMC-Mix 42 Mix 78 ° F Air Content 4.8 % Pick-Up Charge: Yes N/A Ticket No.: Slump 2.25 Inches 7094113 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN I f050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 133 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 28+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101318 CP101319 CP101320 10/19/00 11/9/00 11/9/00 98530 7 28 28 3490 10/13/00 3500 psi @ 28 days 100 of 400 R. Shaheed Temperature: Ambient 63 o F Mix 80 o F Air Content 5.0 % Slump 2.0 Inches Time of Sample: 10:12 AM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094124 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LE'I'rERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 134 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 29+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSI: Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101323 CP101324 CP101325 10/19/00 11/9/00 11/9/00 99760 7 28 28 3530 10/13/00 3500 psi @ 28 days 150 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 63 ° F 11:00 AM LMC-Mix 42 Mix 80 ° F Unit Weight Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Air Content 5.0 % Slump Pick-Up Charge: N/A Ticket No.: 3114616 PCF CF/CY 2.0 Inches ..,. ......... ..... .... / Page 1 of 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 135 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 31+50 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSI: Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101328 10/19/00 96780 7 3420 Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101329 11/9/00 28 CP101330 11/9/00 28 10/13/00 3500 psi @ 28 days 162 of 396 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 70 ° F 12:40 PM LMC-Mix 42 Mix 85 ° F Unit Weight Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. Air Content 4.9 % Slump Pick-Up Charge: N/A Ticket No.: 7094162 PCF CF/CY 1.75 Inches Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETI'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 136 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 31+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSI: Averag e Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101333 10/19/00 102210 7 3620 CP101334 11/9/00 28 CP101335 11/9~0 28 10/13/00 3500 psi @ 28 days 170 of 400 R. Shaheed Temperature: Ambient Time of Sample: Source of Concrete: 78 o F 12:00 PM LMC-Mix 42 Mix 84 ° F Air Content 4.5 % Pick-Up Charge: N/A Ticket No.: Slump 7094146 2.5 Inches Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Unit Weight Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. PCF CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 137 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 33+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101338 CP101339 CP101340 10/19/00 11/9/00 11/9~0 117530 7 28 28 4160 10/13/00 3500 psi @ 28 days 250 of 400 R. Shaheed Temperature: Ambient 78 ° F Mix 85 ° F Air Content 5.0 % Slump 2.0 Inches Time of Sample: 1:18 PM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094172 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY .y , Page 1 of 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 138 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 34+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP101343 CP101344 CP101345 10/19/00 11/9/00 11/9/00 113180 7 28 28 4000 10/13/00 3500 psi @ 28 days 189 of 396 R. Shaheed Temperature: Ambient 80 ° F Mix 86 ° F Air Content 5.7 % Slump 125 Inches Time of Sample: 2:00 PM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094176 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETFERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY iDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE COMPRESSION TEST REPORT Report No.: Location: Project: Contractor: Reported To: 139 Job No.: 1520COP03 Pavement, Coppell Road N.B. Sta. 35+00 Coppell Road Paving and Drainage Improvements Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSI: Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: CP101348 CP101349 CP101350 10/19/00 11/9/00 11/9/00 124350 7 28 28 4400 10/13/00 3500 psi @ 28 days 225 of 396 R. Shaheed Temperature: Ambient 80 ° F Mix 88 ° F Air Content 5.0 % Slump 1.5 Inches Time of Sample: 2:40 PM Pick-Up Charge: Source of Concrete: LMC-Mix 42 N/A Ticket No.: 7094195 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Yield City of Coppell - Larry Davis Ed Bell Construction - Robert Webber Ed Bell Construction - Gary Pryor Scott Maughn, E.I.T. - Freese & Nichols, Inc. CF/CY Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC.