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Sales Tax 09-LR101216GEOTECHNICML GROUr Acct ID: 1770 Report Date: 12/16/2010 Project: Clear Creek Location: Clear Creek 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 -1014 Date Sampled: 12/08/2010 Sampled By: Wingerd, Pierce By Order Of: Rick O'dell 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 Number of Specimens: 4 Location: N. bound 436 Clear Creek Rd Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in 2) (lbs) Break Type Loc (PSI) (PSI) Comments A 5 6.00 28.27 98,010 Type 4 Lab 3,470 3,470 B 7 6.00 28.27 109,535 Type 6 Lab 3,870 3,870 C 28 6.00 28.27 Lab D 28 6.00 28.27 Lab �� � !a _l1[_� Type 1 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. 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 Respectfully Submitted, Alliance Geotechnical Group F 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. fiLLIMCE GEOTECHNICML GROUr Acct ID: 1770 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 -1014 Report Date: 12/16/2010 Project: Clear Creek Location: Clear Creek Road Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 12/08/2010 Sampled By: Wingerd, Pierce By Order Of: Rick Odell Order Number: 1770 LAB NO: 95716 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 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 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. T est Method: See Below TEST RESULTS Report No: 95716 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Number of Specimens: 4 Location: N.bound 411 Clear Creek Rd, 20'N. of manhole Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in 2) (Ibs) Break Type Loc (PSI) (PSI) Comments A 7 6.00 28.27 117,495 Type 4 Lab 4,160 4,160 B 28 6.00 28.27 Lab C 28 6.00 28.27 Lab D HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 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 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� GEOTECHNICML 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 -1014 Date Sampled: 12/09/2010 Report Date: 12/16/2010 Sampled By: Herbrand, Ryan Project: Clear Creek By Order Of` Rick O'dell Location: Knollcreek, S. bound lane in front of house #434 Order Number: 1770 (in') (Ibs) Number of (PSI) (PSI) Comments Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95803 Material: CONCRETE Test Method: See Below TEST RESULTS Report No: 95803 Page 1 of 1 Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, 0231 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 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 Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 4 6.00 28.27 101,505 Type 4 Lab 3,590 3,590 B 7 6.00 28.27 130,840 Type 1 Lab 4,630 4,630 C 28 6.00 28.27 Lab D 28 6.00 28.27 Lab r �_i [I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/10/2010 Slump: 3.25 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 5.1% Source /Sampled At: Truck / Center Time Sampled: 1:30 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: 57 °F Mix: 603 °F Mix Code: 10L11504 Truck/Ticket No: 1333 / 25277050 Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, 0231 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 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.