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MA1006-LR110614O. 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: C11 -0509 Date Sampled: 06/10/2011 Report Date: 06/14/2011 Sampled By: Whitney, Steve Project: Belt Line & Denton Tap Brick Paver Replacement By Order Of: Denise Location: Intersection of Denton Tapp & Sandy Lake Rd Red Concrete Order Number: 1770 Around Star Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 101619 Material: CONCRETE T est Method: See Below Client PO: MA10 -06 TEST RESULTS Report No: 101619 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 06/14/11 .4 6.00 28.27 139,220 Type 2 Lab 4,920 4,920 B 06/17/11:7 6.00 28.27 Lab C 07/08/11:28 6.00 28.27 Lab D 07/08/11:28 6.00 28.27 Lab �� llv�fvll Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/12/2011 Slump: 3.0 Inches Transported By: LMC Curing Method: Standard Air Content: 5.3% Source /Sampled At: Truck / Center Time Sampled: 8:15 am Plant: LMC - Plant #3 Temp.: Ambient: 81 °F Mix. 80 °F Mix Code: 1701 Truck/Ticket No: 7060 / 3293031 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 strenqth tests per ASTM C39. 0 rig : City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group LA­ Z___�r -Z THIS REPORT APPLIES ONLY TO THE ST' NDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) 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 CLIEN "i AND ARE NOT TO BE REPRODUCED SMTHOUT WRITTEN PERMISSION. nLUnNcE _ ■ A Wour 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: C11 -0509 Report Date: 06/14/2011 Project: Belt Line & Denton Tap Brick Paver Replacement Location: Texas Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 06/11/2011 Sampled By: Whitney, Steve By Order Of: Denise Order Number: 1770 LAB NO: 101621 Test Method: See Below Client PO: MA10 -06 TEST RESULTS Set: 1 of 2 Material: CONCRETE Location: N.bound & S.bound right and left lane of Beltline Rd Report No: 101621 Page 1 of 2 Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 3,680 3,680 Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in 2) (lbs) Break Type Loc A 06/14/11: 3 6.00 28.27 104,140 Type 2 Lab B 06/18/11:7 6.00 28.27 Slump: 5.0 Inches Lab C 07/09/11:28 6.00 28.27 Source /Sampled At: Lab D 07/09/11 :28 6.00 28.27 LMC - Plant #6 Lab Report No: 101621 Page 1 of 2 Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 3,680 3,680 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. City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group t { THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED ADD TO THE SAMPLES) TESTED ANDiOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPAREN FLY 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 VOTHOUT WRITTEN PERMISSION. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/12/2011 Slump: 5.0 Inches Transported By: LMC Curing Method: Standard Air Content: 5.5% Source /Sampled At: Truck / Center Time Sampled: 8:10 am Plant: LMC - Plant #6 Temp.: Ambient: 82 °F Mix: 92 °F Mix Code: 1701 Truck/Ticket No: 3013 / 6392914 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. City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group t { THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED ADD TO THE SAMPLES) TESTED ANDiOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPAREN FLY 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 VOTHOUT WRITTEN PERMISSION. GEOTEOVICIMIL Wour 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: C11 -0509 Report Date: 06/14/2011 Project: Belt Line & Denton Tap Brick Paver Replacement Location: Texas Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 06/11/2011 Sampled By: Whitney, Steve By Order Of: Denise Order Number: 1770 LAB NO: 101621 Test Method: See Below Client PO: MA10 -06 TEST RESULTS Set: 2 of 2 Material: CONCRETE Location: N.bound & S.bound right and left lanes of Beltline Rd Report No: 101621 Page 2 of 2 Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 4,340 4,340 Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc A 06/14/11: 3 6.00 28.27 122,645 Type 2 Lab B 06/18/11:7 6.00 28.27 Lab C 07/09/11 :28 6.00 28.27 Lab D 07/09/11:28 6.00 28.27 Lab Report No: 101621 Page 2 of 2 Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 4,340 4,340 Quantity Represented: 110 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: City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E Respectfully Submitted, Alliance Geotechnical Group 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 CU AU, 1ES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NCR 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 70 BE REPRODUCED tru'ITHOUT WRITTEN PERMISSION Fir] 1! 1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/12/2011 Slump. 5.0 Inches Transported By: LMC Curing Method: Standard Air Content: 5.5% Source /Sampled At: Truck / Center Time Sampled: 10:00 am Plant: LMC - Plant #6 Temp.: Ambient: 87 °F Mix: 92 °F Mix Code: 1701 Truck/Ticket No: 3571 / 6392927 Quantity Represented: 110 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: City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E Respectfully Submitted, Alliance Geotechnical Group 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 CU AU, 1ES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NCR 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 70 BE REPRODUCED tru'ITHOUT WRITTEN PERMISSION n LLi n NcE n A� GEOTECHMIML Consulting Engineering * Geotechnical Engineering F Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C11 -0509 Report Date: 06/14/2011 Project: Belt Line & Denton Tap Brick Paver Replacement Location: Texas Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 06/13/2011 Sampled By: Whitney, Steve By Order Of: Rick O'Dell Order Number: 1770 LAB NO: 101836 Test Method: See Below Client PO: MA10 -06 TEST RESULTS Set: 1 of 2 Material: Concrete Location: NB Center Lane of Belt Line Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc A 06/14/11: 1 6.00 28.27 114,320 Type 3 Lab B 06/14/11:1 6.00 28.27 Lab C 06/20/11:7 6.00 28.27 Curing Method: Lab D 06/20/11:7 6.00 28.27 Lab E 07/11/11:28 6.00 28.27 Lab F 07/11/11:28 6.00 28.27 Lab Report No: 101836 Page 1 of 2 Number of Specimens: 6 Compressive Average Strength Strength (PSI) (PSI) Comments 4,040 4,040 Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 200 cu. yd. total placement 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. City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S- Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group t THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND 10 THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE 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: 5,000 psi @ 28 days Slump: 5.0 Inches Transported By: Curing Method: Standard Air Content: 3.2% Source /Sampled At: Time Sampled: 8:30 am Plant: LMC 3 Temp.: Ambient: 83 °F Mix: 93 °F Mix Code: 2125 Truck/Ticket No: 9140 / 3293088 Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 200 cu. yd. total placement 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. City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S- Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group t THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND 10 THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE 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. rILLWINCE GEOTECHNICML Acct ID: 1770 File No: C11 -0509 Report Date: 06/14/2011 Project: Belt Line & Denton Tap Brick Paver Replacement Location: Texas Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 101836 Test Method: See Below Consulting Engineering x Geotechnicai Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Date Sampled: 06/13/2011 Sampled By: Whitney, Steve By Order Of: Rick O'Dell Order Number: 1770 Client PO: MA10 -06 TEST RESULTS Report No: 101836 Page 2 of 2 Number of Specimens: 6 Compressive Average Strength Strength (PSI) (PSI) Comments 3,920 3,920 Set: 2 of 2 Material: Concrete Location: Left Lane SB Belt Line At Denton Tap Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 200 Cu. yd. total placement 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: City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attm Mr. George S. Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR 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 7 HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in z ) (Ibs) Break Type Loc A 06/14/11 :1 6.00 28.27 110,885 Type 3 Lab B 06/14/11:1 6.00 28.27 Curing Method: Lab C 06/20/11:7 6.00 28.27 Lab D 06/20/11 :7 6.00 28.27 Lab E 07/11/11:28 6.00 28.27 Lab F 07/11/11:28 6.00 28.27 Lab Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 200 Cu. yd. total placement 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: City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attm Mr. George S. Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR 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 7 HE 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: 5,000 psi @ 28 days Slump: 7.5 Inches Transported By: Curing Method: Standard Air Content: 4.5% Source /Sampled At: Time Sampled: 10:30 am Plant: LMC 1 Temp.: Ambient: 91 °F Mix: 93 °F Mix Code: 2125 Truck/Ticket No: 3004 / 7219278 Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 200 Cu. yd. total placement 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: City of Coppell (Coppell, TX) Attn. Mr. Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attm Mr. George S. Marshall, P.E. Respectfully Submitted, Alliance Geotechnical Group THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR 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 7 HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ... L I N GEOTECHNUIL r � Woo r 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: C11 -0509 Report Date: 06/14/2011 Project: Belt Line & Denton Tap Brick Paver Replacement Location: Texas Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 06/13/2011 Sampled By: Whitney, Steve By Order Of: Rick O'Dell Order Number: 1770 LAB NO: 101836 Test Method: See Below Client PO: MA10 -06 Set: 1 of 2 Type 1 Material: Concrete Type 5 Type 6 Location: NB Center Lane of Belt Line Slump: 5.0 Inches Transported By: Curing Method: Maximum Air Content: 3.2% Source /Sampled At: Spec Age Tested Diameter Area Load 83 °F Mix: 93 °F Cure Nbr (date : days) (in) (in') (Ibs) Break Type Loc A 06/14/11: 1 6.00 28.27 114,320 Type 3 Lab B 06/15/11: 2 6.00 28.27 122,645 Type 3 Lab C 06/20/11:7 6.00 28.27 Lab D 06/20/11:7 6.00 28.27 Lab E 07/11/11:28 6.00 28.27 Lab F 07/11/11:28 6.00 28.27 Lab A Report No: 101836 Page 1 of 2 Number of Specimens: 6 Compressive Average Strength Strength (PSI) (PSI) Comments 4,040 4,040 4,340 4,340 Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 200 cu. yd. total placement 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: City of Coppell (Coppell TX) Attn: Mr- Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. 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) TEST ED 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 T1 -1E EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED VOTHOUT WRITTEN PERMISSION. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 5,000 psi @ 28 days Slump: 5.0 Inches Transported By: Curing Method: Standard Air Content: 3.2% Source /Sampled At: Time Sampled: 8:30 am Plant: LMC 3 Temp.: Ambient: 83 °F Mix: 93 °F Mix Code: 2125 Truck/Ticket No: 9140 / 3293088 Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 200 cu. yd. total placement 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: City of Coppell (Coppell TX) Attn: Mr- Rick O'Dell (1 -cc copy) 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. 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) TEST ED 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 T1 -1E EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED VOTHOUT WRITTEN PERMISSION. nLUntICE { E at. 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: C11 -0509 Report Date: 06/14/2011 Project: Belt Line & Denton Tap Brick Paver Replacement Location: Texas Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 06/13/2011 Sampled By: Whitney, Steve By Order Of: Rick O'Dell Order Number: 1770 LAB NO: 101836 Test Method: See Below Client PO: MA10 -06 TEST RESULTS Set: 2 of 2 Material: Concrete Location: Left Lane SB Belt Line At Denton Tap Report No: 101836 Page 2 of 2 Number of Specimens: 6 Compressive Average Strength Strength (PSI) (PSI) Comments 3,920 3,920 4,170 4,170 Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc A 06/14/11: 1 6.00 28.27 110,885 Type 3 Lab B 06/15/11: 2 6.00 28.27 117,995 Type 3 Lab C 06/20/11:7 6.00 28.27 Slump: 7.5 Inches Lab D 06/20/11:7 6.00 28.27 Time Sampled: 10:30 am Lab E 07/11/11:28 6.00 28.27 Truck/Ticket No: 3004 / 7219278 Lab F 07/11/11:28 6.00 28.27 Lab Report No: 101836 Page 2 of 2 Number of Specimens: 6 Compressive Average Strength Strength (PSI) (PSI) Comments 3,920 3,920 4,170 4,170 Quantity Represented: 10 cu. yds. at 110 Cu. yds. placed of a 200 cu. yd. total placement 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 strenqth tests per ASTM C39. Ong: City of Coppell (Coppell. TX) Attn: Mr. Rick O'Dell (1 -cc copy 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. 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. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 5,000 psi @ 28 days Slump: 7.5 Inches Transported By: Curing Method: Standard Air Content: 4.5% Source /Sampled At: Time Sampled: 10:30 am Plant: LMC 1 Temp.: Ambient: 91 °F Mix: 93 °F Mix Code: 2125 Truck/Ticket No: 3004 / 7219278 Quantity Represented: 10 cu. yds. at 110 Cu. yds. placed of a 200 cu. yd. total placement 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 strenqth tests per ASTM C39. Ong: City of Coppell (Coppell. TX) Attn: Mr. Rick O'Dell (1 -cc copy 1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E. 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.