Loading...
ST0301A-LR100924 (3) °- --_ Consulting Engineering * Geotechnical Engineering * Construction Materials fLLIfJC 3228 Halifax Street, Suite A, Dallas, Texas 75247 0 �TEHL Phone: (972) 444 -8889 Fax (972) 444 -8893 GROW Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/26/2010 Report Date: 09/24/2010 Previously Reported: 08/31/2010 Sampled By: Clay, Bill Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis Location: Sidewalk at Bethel Rd. and Chateau - starting at Denton Tap Order Number: Vendor #9176 going west on Bethel ending at Chateau, north side of Bethel Contractor: JRJ Paving Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89694 Material: Concrete Test Method: See Below TEST RESULTS Report No: 89694 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in (lbs) Break Type Loc (PSI) (PSI) Comments A 7 6.00 28.27 84,900 Type 3 Lab 3,000 3,001 B 28 6.00 28.27 105,610 Type 1 Lab 3,740 C 28 6.00 28.27 104,810 Type 3 Lab 3,710 3,720 D HOLD (see remarks) m111.:.^ t. .,,C iii Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days MEETS REFERENCE VALUE Date Received: 08/27/2010 Slump: 5.0 Inches Transported By: LMC Curing Method: Standard Air Content: 6.0% Source /Sampled At: Truck / Center Time Sampled: 9:33 am Plant: 3 Temp.: Ambient: 74 °F Mix: 84 °F Mix Code: 1261 Truck/Ticket No: 7037 / 3281347 Unit Weight: 145.4 # /cu ft Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 10 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, (1 -ec copy) 1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group 1 -ec JRJ Paving Attn: Mr. Marty Murphy . 1 -ec The City of Coppell Attn: Rhonda Adloo 1 1 -hc The City of Coppell Attn: Mr. Larry Davis r � f/. 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 1LLIFINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 GE T'ECHI`1ICf=1L 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 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. ttal placement Remarks: Test Method (As Applicable): ASTM C31, C42, C192, C78, C143, C172, C1064, 0173 or C231; PASHTO 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 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 4-1 p..: PILLIt IiCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 GEOTECt'- lrllOIL Phone: (972) 444 -8889 Fax: (972) 444 -8893 GlIoUr 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 1.5 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 t 5 28 18.00 6 28 18.00 l y ,. 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 t afro !l {If 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 flLLIf IICE 3228 Halifax Street, Suite A, Dallas, Texas 75247 GEOTECHr 1IO IL 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 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 1 -hc The City of Coppell Attn: Mr. Larry Davis 'of` 40 / 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.