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ST0301A-LR100927 „ - ,.„....• _. Consulting Engineering * Geotechnical Engineering * Construction Materials 4-0 f LIFINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 warEcHNICFIL Phone: (972) 444 -8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/27/2010 Previously Reported: 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 4 6.05 6.00 18.00 Wet None Lab 7,560 Middle Third 625 625 3 7 6.05 5.95 18.00 Wet None Lab 7,740 Middle Third 650 4 7 6.05 5.95 18.00 Wet None Lab 8,040 Middle Third 675 665 5 28 18.00 6 28 18.00 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 /2 i 1 -ec The City of Coppell Attn Rhonda Adloo 1 -hc The City of Coppell Attn Mr. Larry Davis ”` -r y 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 p_ 4 fiLLIFINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 GEOTEchri1021L Phone: (972) 444 -8889 Fax: (972) 444 -8893 GUi Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/27/2010 Previously Reported: 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: 650 (PSI) MEETS REFERENCE VALUE 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 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.�°°-�y� 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 l ''':,. 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 F •�- fl k.iLLI�N 3228 Halifax Street, Suite A, Dallas, Texas 75247 EV ECH i L Phone: (972) 444 -8889 Fax: (972) 444 -8893 -w G�our Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/27/2010 Previously Reported: 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 (lbs) 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 Lab 7,200 Middle Third 575 570 3 7 5.90 5.90 18.00 Wet None Lab 7,220 Middle Third 635 4 7 5.90 5.90 18.00 Wet None Lab 7,200 Middle Third 630 635 5 28 18.00 6 28 18.00 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- eccopy) 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 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 .,.,L.IFIi10E 3228 Halifax Street, Suite A, Dallas, Texas 75247 p GEOT CHI1ICFL Phone: (972) 444 8889 Fax: (972) 444 -8893 � &IOU! Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/17/2010 Report Date: 09/27/2010 Previously Reported: 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: 650 (PSI) MEETS REFERENCE VALUE 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 ✓ 7 1 -hc The City of Coppell Attn: Mr. Larry Davis . f " v ' j 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÷ ôåêëô ø÷ ôåêëô ø÷ åøëõøçõ êëöçôåô êõäíäæãôçøòô êó êõäíäæ øáðìäì äéåäçô êøõ ðõåñôéåñéøë êðæåäçôäçô êëõðåðêë êö ÷çøé ôåêëô ø÷ ôåêëô ø÷ ôåêëô ø÷ ôåêëô ø÷ åøëõøçõ