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ST0301A-LR100923 (2) h___,. .....T_ Consulting Engineering * Geotechnical Engineering * Construction Materials 4-ip FILLIFINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 oeOTECHr1lCF1L Phone: (972) 444 -8889 Fax: (972) 444 -8893 GROW Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/23/2010 Sampled By: Lane, William Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis Location: Bridge Deck - Eastbound Order Number: Vendor #9176 Contractor: JRJ Paving Client: The City of Coppell REPORT: Flexural Strength Third Point LAB NO: 90426 Test Method: See Below TEST RESULTS Report No: 90426 Page 1 of 4 Set: 1 of 2 Material: Concrete Number of Specimens: 6 Location: Bridge Deck on Bethel Road - Eastbound Lane, Station 42 +33 Modulus Average Maximum of Modulus Age Tested Width Depth Span Moisture Cure Load Rupture of Rupture Nbr (days) (in) (in) (in) Condition Cap Loc (Ibs) Break Type (PSI) (PSI) 1 4 6.00 6.00 18.00 Wet None Lab 7,440 Middle Third 620 2 tn 6.05 6.00 18.00 Wet None Lab 7,560 Middle Third 625 " 4 3 7 18.00 4 7 18.00 5 28 18.00 6 28 18.00 04. . e. e -' *''' A f lit I ' . / i V-7- . 7f V //Z4 0 Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -ec copy) Alliance Geotechnical Group 1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. 1 -ec JRJ Paving Attn: Mr. Marty Murphy 1 -ec The City of Coppell Attn: Rhonda Adloo .4 1 -hc The City of Coppell Attn: Mr. Larry Davis '' ' rr Robert P. Nance, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. _r__. _____ .__, ____ _ Consulting Engineering * Geotechnical Engineering * Construction Materials 4 -ip fLL WINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 1 GEQTECHIICP1L Phone: (972) 444 -8889 Fax: (972) 444 -8893 GKOUr Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/23/2010 Sampled By: Lane, William Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis Location: Bridge Deck - Eastbound Order Number: Vendor #9176 Contractor: JRJ Paving Client: The City of Coppell REPORT: Flexural Strength Third Point LAB NO: 90426 Test Method: See Below TEST RESULTS Report No: 90426 Page 2 of 4 Specification: Curing Method: Standard Transported By: LMC Date Received: 09/18/2010 Time Sampled: 7:30 am Source /Sampled At: Truck / Center Temp.: Ambient: 77 °F Plant: 3 Mix: 79 °F Truck No: 9106 Slump: 5.50 Inches Mix Code: 1851 Air Content: 5.3% Ticket No: 3282120 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 100 cu. yd. total placement Remarks: Test Method (As Applicable): ASTM C31, C42, C192, C78, C143, C172, C1064, C173 or C231; AASHTO T23, T97, T119, T309, T196 or T152 / / ( et/ f k Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. ctfully Submitted, Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, . 4. 6 t (1 -ec copy) fiance Geotechnical Group 1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. • • 1 -ec JRJ Paving Attn: Mr. Marty Murphy 1 -ec The City of Coppell Attn: Rhonda Adloo 1 -hc The City of Coppell Attn: Mr. Larry Davis .0 /' ! Robert P. Nance, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. __ ._._ .._� __..____.. Consulting Engineering * Geotechnical Engineering * Construction Materials 4, flLLIfl 10E 3228 Halifax Street, Suite A, Dallas, Texas 75247 GEOTECFir1ICl9L Phone: (972) 444 -8889 Fax: (972) 444 -8893 Gilou r Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/23/2010 Sampled By: Lane, William Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis Location: Bridge Deck - Eastbound Order Number: Vendor #9176 Contractor: JRJ Paving Client: The City of Coppell REPORT: Flexural Strength Third Point LAB NO: 90426 Test Method: See Below TEST RESULTS Report No: 90426 Page 3 of 4 Set: 2 of 2 Material: Concrete Number of Specimens: 6 Location: Bridge Deck on Bethel Road - Eastbound Lane, Station 43 +00 Modulus Average Maximum of Modulus Age Tested Width Depth Span Moisture Cure Load Rupture of Rupture Nbr (days) (in) (in) (in) Condition Cap Loc (Ibs) Break Type (PSI) (PSI) 1 4 6.05 6.00 18.00 Wet None Lab 6,840 Middle Third 565 2 4 6.05 6.10 18.00 Wet None Las 7,200 Middle Third 575 *- 570 3 7 18.00 4 7 18.00 5 28 18.00 6 28 18.00 40 f/ II' i0\til' e Charge: The City of Coppell Attn: Mr. Keith Marvin, P E. Respectfully Submitted, Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -ec copy) Alliance Geotechnical Group 1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. 1 -ec JRJ Paving Attn: Mr. Marty Murphy 1 -ec The City of Coppell Attn. Rhonda Adloo 1 -hc The City of Coppell Attn: Mr. Larry Davis dr' !J' {I Robert P. Nance, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Consulting Engineering * Geotechnical Engineering * Construction Materials 40, F LLIR 10E 3228 Halifax Street, Suite A, Dallas, Texas 75247 I EOTECHPIICFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893 GROW Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/23/2010 Sampled By: Lane, William Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis Location: Bridge Deck - Eastbound Order Number: Vendor #9176 Contractor: JRJ Paving Client: The City of Coppell REPORT: Flexural Strength Third Point LAB NO: 90426 Test Method: See Below TEST RESULTS Report No: 90426 Page 4 of 4 Specification: Curing Method: Standard Transported By: LMC Date Received: 09/18/2010 Time Sampled: 8:45 am Source /Sampled At: Truck / Center Temp.: Ambient: 81 °F Plant: 3 Mix: 79 °F Truck No: 7024 Slump: 5.00 Inches Mix Code: 1851 Air Content: 5.2% Ticket No: 3282132 Quantity Represented: 55 cu. yds. at 60 cu. yds. placed of a 100 cu. yd. total placement Remarks: Test Method (As Applicable): ASTM C31, C42, C192, C78, C143, C172, C1064, C173 or C231; AASHTO T23, T97, T119, T309, T196 or T152 Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -ec copy) Alliance Geotechnical Group 1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. • 1 -ec JRJ Paving Attn: Mr. Marty Murphy 1 -ec The City of Coppell Attn: Rhonda Adloo ,, 1 -hc The City of Coppell Attn: Mr. Larry Davis �' .i. {1 , Robert P. Nance, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. êëöçôåô êõäíäæãôçøòô êó êõäíäæ øáðìäì äéåäçô êøõ ðõåñôéåñéøë êðæåäçôäçô êëõðåðêë êö ÷çøé ôåêëô ø÷ ôåêëô ø÷ åøëõøçõ êëöçôåô êõäíäæãôçøòô êó êõäíäæ øáðìäì äéåäçô êøõ ðõåñôéåñéøë êðæåäçôäçô êëõðåðêë êö ÷çøé ôåêëô ø÷ ôåêëô ø÷ åøëõøçõ