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Sales Tax 09-LR110117GEOTECHNICML GROUr Consulting Engineering Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C10 -1013 Date Sampled: 01/06/2011 Report Date: 01/17/2011 Sampled By: Clay, Bill Project: Heartz Road By Order Of: Cruz Location: 141 to 157 Heartz Road, W. side Order Number: 1770 Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96684 Material: CONCRETE Test Method: See Below TEST RESULTS Report No: 96684 Page 1 of 1 Spec Age Tested Nbr (days) A 7 B 28 C 28 D Diameter Area (in) (in 2) 6.00 28.27 6.00 28.27 6.00 28.27 Maximum Load (Ibs) Break Type 98,370 Type 5 Average Strength (PSI) Comments 3,480 HOLD (see remarks) - Compressive Cure Strength Loc (PSI) Lab 3,480 Lab Lab Average Strength (PSI) Comments 3,480 HOLD (see remarks) - Quantity Represented: 10 cu. yds. 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr, Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager THIS REPORTAPPLIES 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. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days Date Received: 01/07/2011 Slump: 5.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 3.7% Source /Sampled At: Truck / Center Time Sampled: 2:40 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: Mix: 56 °F Mix Code: 10J11504 Truck/Ticket No: 1359 / 25284691 Quantity Represented: 10 cu. yds. 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr, Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager THIS REPORTAPPLIES 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. Acct ID: 1770 Report Date: 01/17/2011 Project: Heartz Road Location: Heartz Road Client: The Citv of Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 Previously Reported: 12/24/2010 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 12/16/2010 Sampled By: Hanks, Marvin By Order Of: Cruz w /RKM Order Number: 1770 Test Method: See Below TEST RESULTS Report NO: 96054 Page 1 of 3 Set: 1 of 3 Material: CONCRETE Location: N.bound Heartz Rd, station 1 +95 Spec Age Tested Nbr (days) A 4 B 7 C 28 D 28 Diameter Area (in) (in 2) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 Lab 4,380 4,380 Lab 5,550 Type 1 Maximum Load (Ibs) Break Type 100,450 Type 2 123,805 Type 2 156,980 Type 2 157,710 Type 2 Number of Specimens: 4 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.1 % Source /Sampled At: Truck / Center Time Sampled: 9:05 am Plant: Redi -Mix Temp.: Ambient: 43 °F Mix: 54 °F Mix Code: 10L11504 Truck/Ticket No: N/A / 25279300 Quantity Represented: 10 cu. yds. 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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. Compressive Average Cure Strength Strength Loc (PSI) (PSI) Comments Lab 3,550 3,550 Lab 4,380 4,380 Lab 5,550 Lab 5,580 5,560 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.1 % Source /Sampled At: Truck / Center Time Sampled: 9:05 am Plant: Redi -Mix Temp.: Ambient: 43 °F Mix: 54 °F Mix Code: 10L11504 Truck/Ticket No: N/A / 25279300 Quantity Represented: 10 cu. yds. 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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. � 1` If IN CE VIII GEOTECHNVIL GROUr Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C10 -1013 Report Date: 01/17/2011 Previously Reported: 12/24/2010 Project: Heartz Road Location: Heartz Road Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 12/16/2010 Sampled By: Hanks, Marvin By Order Of: Cruz w /RKM Order Number: 1770 Test Method: See Below TEST RESULTS Set: 2 of 3 Material: CONCRETE Location: N.bound Heartz Road at 117 Heartz Rd Maximum Spec Age Tested Diameter Area Load Nbr (days) (in) (in 2) (Ibs) Break Type A 4 B 7 C 28 D 28 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.2 (PSI) (PSI) Comments 4,040 Type 1 114,100 Type 1 138,420 Type 1 168,090 Type 3 167,205 Type 2 Cure Loc Lab Lab Lab Lab Report No: 96054 Page 2 of 3 Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 4,040 4,040 4,900 4,900 5,940 5,910 5,930 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Slump: 4.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.5% Source /Sampled At: Truck / Center Time Sampled: 10:47 am Plant: Redi -Mix Temp.: Ambient: 45 °F Mix: 56 °F Mix Code: 1 01_1 1504 Truck/Ticket No: N/A / 25279439 Quantity Represented: 110 cu. yds. 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. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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. Acct ID: 1770 Report Date: 01/17/2011 Project: Heartz Road Location: Heartz Road Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 Previously Reported: 12/24/2010 Date Sampled: 12/16/2010 Sampled By: Hanks, Marvin By Order Of: Cruz w /RKM Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054 Test Method: See Below TEST RESULTS Report No: 96054 Page 3 of 3 Set: 3 of 3 Material: CONCRETE Number of Specimens: 4 Location: N.bound Heartz Rd at 133 Heartz Rd Quantity Represented: 210 cu. yds. 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. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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 INDICAI "IVE 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. Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) Comments A 4 6.00 28.27 107,675 Type 2 Lab 3,810 3,810 B 7 6.00 28.27 136,950 Type 1 Lab 4,840 4,840 C 28 6.00 28.27 181,435 Type 2 Lab 6,420 D 28 6.00 28.27 184,170 Type 2 Lab 6,510 6,470 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.6% Source /Sampled At: Truck / Center Time Sampled: 12:49 pm Plant: Redi -Mix Temp.: Ambient: 50 °F Mix: 56 °F Mix Code: 10L11504 Truck/Ticket No: N/A / 25279542 Quantity Represented: 210 cu. yds. 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. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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 INDICAI "IVE 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. 41 CRL Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C10 -1013 Date Sampled: 12/17/2010 Report Date: 01/17/2011 Previously Reported: 12/27/2010 Sampled By: Hanks, Marvin Project: Heartz Road By Order Of: Cruz w /RKM Location: S.bound Heartz Rd, from 141 to 157 Heartz Rd Order Number: 1770 Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96124 Material: CONCRETE Test Method: See Below TEST RESULTS Report No: 96124 Page 1 of 1 Spec Age Tested Nor (days) A 3 B 7 C 28 D 28 Diameter Area (in) (in 2) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 Type 1 Specification: 3,600 psi @ 28 days Date Received: 12/18/2010 Curing Method: Standard Time Sampled: 8:55 am Temp.: Ambient: 41 °F Mix: 54 °F Quantity Represented: 10 cu. yds. Slump: 4.25 Inches Air Content: 4.4% Mix Code: 101_11504 3,470 4,630 5,860 -.W . ....... Type 6 Transported By: Redi -Mix Source /Sampled At: Truck / Center Plant: Redi -Mix Truck/Ticket No: N/A / 25279904 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. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr, Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager Maximum Load (Ibs) Break Type 98,115 Type 6 131,045 Type 1 165,825 Type 3 165,305 Type 3 Compressive Average Cure Strength Strength Loc (PSI) (PSI) Comments Lab 3,470 Lab 4,630 Lab 5,860 Lab 5,850 I Type 2 Type 3 Type 4 Type 5 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.