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Sales Tax 09-LR110105Consulting 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 -1014 Date Sampled: 12/08/2010 Report Date: 01/05/2011 Previously Reported: 12/16/2010 Sampled By: Wingerd, Pierce Project: Clear Creek By Order Of: Rick Odell Location: Clear Creek Road Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95716 Test Method: See Below TEST RESULTS Report No: 95716 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Location: N. bound 436 Clear Creek Rd Spec Age Tested Nbr (days) A 5 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 3,470 3,470 Lab Type 1 Maximum Load (Ibs) Break Type 98,010 Type 4 109,535 Type 6 134,775 Tvpe 1 135,510 Type 2 Number of Specimens: 4 �,­ . ............. f �'T' Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/09/2010 Slump: 6.75 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.8% Source /Sampled At: Truck / Center Time Sampled: 11:10 am Plant: Redi -Mix - Plant #P259 Temp.: Ambient: 50 °F Mix: 62 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1349 / 25276353 Quantity Represented: 10 cu. yds. Remarks: *Slump exceeds specifications 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group r 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 3,470 3,470 Lab 3,870 3,870 Lab 4,770 Lab 4,790 4,780 �,­ . ............. f �'T' Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/09/2010 Slump: 6.75 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.8% Source /Sampled At: Truck / Center Time Sampled: 11:10 am Plant: Redi -Mix - Plant #P259 Temp.: Ambient: 50 °F Mix: 62 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1349 / 25276353 Quantity Represented: 10 cu. yds. Remarks: *Slump exceeds specifications 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group r 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. I II 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 -1014 Report Date: 01/05/2011 Previously Reported: 12/16/2010 Project: Clear Creek Location: Clear Creek Road Client: The City of Coppell Date Sampled: 12/08/2010 Sampled By: Wingerd, Pierce By Order Of: Rick Odell Order Number: 1770 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95716 T est Method: See Below TEST RESULTS Report No: 95716 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Location: N.bound 411 Clear Creek Rd, 20' N. of manhole Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Specification: 3,600 psi @ 28 days Date Received: 12/09/2010 Slump: 5.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center Time Sampled: 2:48 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: 65 °F Mix: 66 °F Mix Code: 101_11504 Truck /Ticket No: 1577 / 25276520 Unit Weight: 145.9 # /cu ft Quantity Represented: 120 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. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Number of Specimens: 4 Compressive Average Cure Strength Strength LOG (PSI) (PSI) Comments Lab 4,160 4,160 Lab 5,420 Lab 5,440 5,430 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. Maximum Spec Age Tested Diameter Area Load Nbr (days) (in) (in 2) (Ibs) Break Type A 7 6.00 28.27 117,495 Type 4 B 28 6.00 28.27 153,150 Type 3 C 28 6.00 2827 153,835 Type 3 D Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Specification: 3,600 psi @ 28 days Date Received: 12/09/2010 Slump: 5.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center Time Sampled: 2:48 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: 65 °F Mix: 66 °F Mix Code: 101_11504 Truck /Ticket No: 1577 / 25276520 Unit Weight: 145.9 # /cu ft Quantity Represented: 120 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. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Number of Specimens: 4 Compressive Average Cure Strength Strength LOG (PSI) (PSI) Comments Lab 4,160 4,160 Lab 5,420 Lab 5,440 5,430 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.