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SW0801-LR110207 (2)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 -1036 Report Date: 02/07/2011 Project: Sidewalk Improvements Location: Sidewalk 600 S. Denton Tap Rd, at Denton Tap & Meadowcreek Date Sampled: 01/25/2011 Sampled By: Clay, Bill By Order Of: Larry Davis Order Number: 1770 Specification: 3,000 psi @ 28 days Date Received: 01/26/2011 Slump: 4.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 3.3% Source /Sampled At: Truck / Center Time Sampled: 9:15 am Plant: Redi -Mix - Plant #P259 Temp.: Ambient: 41 °F Mix: 58 °F Mix Code: 10J11504 Truck/Ticket No: 1349 / 25288256 Unit Weight: 144.6 # /cu ft Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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, Number of Client: The City of Coppell Spec imens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97134 Material: CONCRETE Test Method: See Below TEST RESULTS Report No: 97134 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 7 6.00 28.27 119,410 Type 2 Lab 4,220 4,220 B 28 6.00 28.27 Lab C 28 6.00 28.27 Lab D HOLD (see remarks) - ( ._.. L Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days Date Received: 01/26/2011 Slump: 4.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 3.3% Source /Sampled At: Truck / Center Time Sampled: 9:15 am Plant: Redi -Mix - Plant #P259 Temp.: Ambient: 41 °F Mix: 58 °F Mix Code: 10J11504 Truck/Ticket No: 1349 / 25288256 Unit Weight: 144.6 # /cu ft Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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, GEONTECHNI 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 -1036 Date Sampled: 01/26/2011 Report Date: 02/07/2011 Sampled By: Gatton, Tim Project: Sidewalk Improvements By Order Of: Larry Davis Location: Sidewalks Order Number: 1770 Client: The City of Coppell REPORT: 2REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97191 Test Method: See Below TEST RESULTS Report No: 97191 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Number of Specimens: 4 Location: Driveway approach exit side from Church and shopping center, 2' N. x 3' E. of centerline of curb 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 3 6.00 28.27 92,185 Type 2 Lab 3,260 3,260 B 7 6.00 28.27 116,805 Type 2 Lab 4,130 4,130 C 28 6.00 28.27 Lab D 28 6.00 28.27 Lab Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 01/27/2011 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center Time Sampled: 11:11 am Plant: Redi -Mix - Plant #P259 Temp.: Ambient: 60 °F Mix: 57 °F Mix Code: 1 OL11504 Truck/Ticket No: 1371 / 2528886 Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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. GEOTECHNICIMIL 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 -1036 Date Sampled: 01/26/2011 Report Date: 02/07/2011 Sampled By: Gatton, Tim Project: Sidewalk Improvements By Order Of: Larry Davis Location: Sidewalks Order Number: 1770 Client: The City of Coppell REPORT: 2REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97191 Test Method: See Below TEST RESULTS Report No: 97191 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Number of Specimens: 4 Location: Sidewalk 4'N. & 5' E. of N. entrance to ReMax Realtors 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 28.27 110,195 Type 3 Lab 3,900 B 7 6.00 28.27 109,960 Type 2 Lab 3,890 3,890 C 28 6.00 28.27 Lab D 28 6.00 28.27 Lab Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days Date Received: 01/27/2011 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.0% Source /Sampled At: Truck / Center Time Sampled: 11:36 am Plant: Redi -Mix - Plant #P259 Temp.: Ambient: 60 °F Mix: 57 °F Mix Code: 1 OL11504 Truck/Ticket No: 1321 / 25288901 Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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 W ITHOUF WRITTEN PERMISSION. 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 -1036 Report Date: 02/07/2011 Previously Reported: 01/17/2011 Project: Sidewalk Improvements Location: Sidewalk Improvements Date Sampled: 01/06/2011 Sampled By: Clay, Bill By Order Of: Larry Davis Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96652 Test Method: See Below TEST RESULTS Set: 1 of 2 Material: CONCRETE Location: Sidewalk and approach E. side of Denton Tapp Rd at Texaco station Report No: 96652 Page 1 of 2 Number of Specimens: 5 Compressive Average Strength Strength (PSI) (PSI) Comments 3,120 3,120 3,990 3,990 5,230 5,320 5,280 HOLD (see remarks) - Maximum Spec Age Tested Diameter Area Load Cure Nbr (days) (in) (in 2) (Ibs) Break Type Loc A 4 6.00 28.27 88,290 Type 2 Lab B 7 6.00 28.27 112,815 Type 2 Lab C 28 6.00 28.27 147,940 Type 3 Lab D 28 6.00 28.27 150,360 Type 3 Lab E Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days Report No: 96652 Page 1 of 2 Number of Specimens: 5 Compressive Average Strength Strength (PSI) (PSI) Comments 3,120 3,120 3,990 3,990 5,230 5,320 5,280 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days Date Received: 01/07/2011 Slump: 4.75 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.8% Source /Sampled At: Truck / Center Time Sampled: 12:15 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: 58 °F Mix: 54 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1359 / 25284592 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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. nLLInNCE 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 -1036 Report Date: 02/07/2011 Previously Reported: 01 /17/2011 Project: Sidewalk Improvements Location: Sidewalk Improvements Client: The City of Coppell Date Sampled: 01/06/2011 Sampled By: Clay, Bill By Order Of: Larry Davis Order Number: 1770 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96652 Test Method: See Below TEST RESULTS Report No: 96652 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Location: Sidewalk E. side of S. Texaco station approach Number of Specimens: 4 Quantity Represented: 3 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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 WRHrTEN PERMISSION. Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nor (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 7 6.00 28.27 106,370 Type 2 Lab 3,760 3,760 B 28 6.00 28.27 141,085 Type 3 Lab 4,990 C 28 6.00 28.27 145,010 Type 3 Lab 5,130 5,060 D HOLD (see remarks) - T Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,000 psi @ 28 days Date Received: 01/07/2011 Slump: 2.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.0% Source /Sampled At: Truck / Center Time Sampled: 2:15 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: Mix: 54 °F Mix Code: 10J11504 Truck/Ticket No: 1257 / 25284688 Quantity Represented: 3 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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 WRHrTEN PERMISSION. GROUr Consulting Engineering * Ceotechnical 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 -1036 Date Sampled: 01/05/2011 Report Date: 02/11/2011 Previously Reported: 01/12/2011 Sampled By: Whitney, Steve Project: Sidewalk Improvements By Order Of: Larry Davis Location: N.bound Denton Tapp Rd, 120'S. of Sandy Lake Rd Order Number: 1770 Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96569 Material: CON Test Method: See Below TEST RESULTS Report No: 96569 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 7 4.00 12.57 65,570 Type 3 Lab 5,220 5,220 B 28 4.00 12.57 79,855 Type 2 Lab 6,350 C 28 4.00 12.57 81,230 Type 3 Lab 6,460 6,410 D HOLD (see remarks) - II r I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 01/06/2011 Slump: 5.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center Time Sampled: 9:15 am Plant: Redi -Mix - Plant #259 Temp.: Ambient: 47 °F Mix: 65 °F Mix Code: 10111504 Truck/Ticket No: 1349 / 25283913 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. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy) 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.