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Sales Tax 09-LR101216' HLLIHi'iCE GEOTECHf11CAL GROUP 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: 12/16/2010 Previously Reported: 11/29/2010 Project: Heartz Road Location: Heartz Road Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 11/17/2010 Sampled By: Spooner, Charles By Order Of: Larry w/ RKM Order Number: 1770 LAB NO: 95005 Test Method: See Below TEST RESULTS Set: 1 of 2 Material: CONCRETE Location: Hand paving Heartz Road, stattion 1 +50, center lane Maximum Spec Nbr A B C D Age Tested Diameter Area Load (days) (in) (in') (lbs) Break Tvoe 3 6.00 28.27 7 6.00 28.27 28 6.00 28.27 28 6.00 28.27 148,915 Type 2 Lab 5,270 5,250 Type 1 Specification: 3,600 psi @ 28 days Date Received: 11/18/2010 Curing Method: Standard Time Sampled: 10:05 am Temp.: Ambient: 59 °F Mix: 64 °F Slump: 4.75 Inches Air Content: 3.8% Mix Code: 1 01_1 1504 Transported By: Redi -Mix Source /Sampled At: Truck / Center Plant: Redi -Mix - Plant #P259 Truck/Ticket No: 1371 / 25269232 Quantity Represented: 9 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 Report No: 95005 Page 1 of 2 Number of Specimens: 4 Compressive Average Cure Strength Strength Loc (PSI) (PSI) Comments 83,575 Type 2 Lab 2,960 2,960 117,850 Type 2 Lab 4,170 4,170 147,730 Type 1 Lab 5,220 148,915 Type 2 Lab 5,270 5,250 Type 2 Type 3 Type 4 Type 5 Type 6 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. FILLINICE Acct ID: 1770 Report Date: 12/16/2010 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: 11/29/2010 Date Sampled: 11/17/2010 Sampled By: Spooner, Charles By Order Of: Larry w/ RKM Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95005 Test Method: See Below TEST RESULTS Report No: 95005 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Number of Specimens: 4 Location: Hand paving, Heartz Road, station 4 +50, center lane Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in 2) (Ibs) Break Type LOG (PSI) (PSI) Comments A 3 6.00 28.27 111,730 Type 2 Lab 3,950 3,950 B 7 6.00 28.27 149,755 Type 2 Lab 5,300 5,300 C 28 6.00 28.27 167,110 Type 2 Lab 5,910 D 28 6.00 28.27 166,485 Type 2 Lab 5,890 5,900 f,� Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 11/18/2010 Slump: 3.75 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.2% Source /Sampled At: Truck / Center Time Sampled: 12:35 pm Plant: Redi -Mix - Plant #259 Temp.: Ambient: 66 °F Mix: 73 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1388 / 25269379 Quantity Represented: 91 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 a� 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. FILLInNCE GEOTECHNICRL 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 -1013 Date Sampled: 11/16/2010 Report Date: 12/16/2010 Previously Reported: 12/15/2010 Sampled By: Hanks, Marvin Project: Heartz Road By Order Of: Larry Location: 145 Heartz Rd, S.bound Order Number: 1770 Number of Client: The City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 94751 Material: CONCRETE Test Method: See Below TEST RESULTS Report No: 94751 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nor (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 3 6.00 28.27 106,080 Type 2 Lab 3,750 3,750 B 7 6.00 28.27 134,650 Type 1 Lab 4,760 4,760 C 28 6.00 28.27 164,670 Type 1 Lab 5,820 D 28 6.00 28.27 166,360 Type 2 Lab 5,880 5,850 E HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 11/17/2010 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.6% Source /Sampled At: Truck / Center Time Sampled: 9:05 am Plant: Redi -Mix Temp.: Ambient: 52 °F Mix: 67 °F Mix Code: 10L11504 Truck/Ticket No: N/A / 25268513 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. 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 REPOR "i 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. ALLInNCE ., GEOTECHNIML GROUr Acct ID: 1770 Report Date: 12/16/2010 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: 11/29/2010 Date Sampled: 11 /18/2010 Sampled By: Marvin Hanks By Order Of: Larry Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95048 Test Method: See Below TEST RESULTS Report No: 95048 Page 1 of 3 Set: 1 of 3 Material: CONCRETE Location: S.bound Heartz Rd, east half, sta 5 +55 Quantity Represented: 10 cu. yds. Number of Specimens: 4 Compressive Average Maximum Strength (PSI) Spec Age Tested Diameter Area Load 4,730 Cure Nbr (days) (in) (in') (Ibs) Break Type Loc A 3 6.00 28.27 113,370 Type 3 Lab B 7 6.00 28.27 133,715 Type 2 Lab C 28 6.00 28.27 163,280 Type 1 Lab D 28 6.00 28,27 164,410 Type 2 Lab Type 1 Type 2 Type 3 Type 4 Specification: 3,600 psi @ 28 days Date Received: 11/19/2010 Slump: 4.25 Inches Curing Method: Standard Air Content: 3.4% Time Sampled: 9:55 am Temp.: Ambient: 48 °F Mix: 63 ° F Mix Code: 101-11504 Quantity Represented: 10 cu. yds. Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 4,010 4,010 4,730 4,730 5,770 ( 5,810 5,790 Type 5 Type 6 Transported By: Redi -Mix Source /Sampled At: Truck / Center Plant: Redi -Mix Truck/Ticket No: N/A / 25269712 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 �.M 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 Ol= 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. FILLIMICE 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 -1013 Date Sampled: 11/18/2010 Report Date: 12/16/2010 Previously Reported: 11/29/2010 Sampled By: Marvin Hanks Project: Heartz Road By Order Of: Larry Location: Heartz Road Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95048 T Me t h od: See B elow TEST RESULTS Report No: 95048 Page 2 of 3 Set: 2 of 3 Material: CONCRETE Location: S.bound Heartz Rd, E. side at 137 Heartz Rd Quantity Represented: 130 cu. yds. Number of Specimens: 4 Compressive Average Strength Maximum (PSI) Spec Age Tested Diameter Area Load Cure Nor (days) (in) (in 2) (Ibs) Break Type Loc A 3 6.00 28.27 101,805 Type 1 Lab B 7 6.00 28.27 135,415 Type 1 Lab C 28 6.00 28.27 147,385 Type 2 Lab D 28 6.00 28.27 149,445 Type 2 Lab P-_ 1 'J, Type 1 Type 2 Type 3 Type 4 Specification: 3,600 psi @ 28 days Date Received: 11/19/2010 Slump: 4.5 Inches Curing Method: Standard Air Content: 4.3% Time Sampled: 12:30 pm Temp.: Ambient: 54 °F Mix: 69 °F Mix Code: 1 01_1 1504 Quantity Represented: 130 cu. yds. Number of Specimens: 4 Compressive Average Strength Strength (PSI) (PSI) Comments 3,600 3,600 4,790 4,790 5,210 l (5,290 1 5,250 Type 5 Type 6 Transported By: Redi -Mix Source /Sampled At: Truck / Center Plant: Redi -Mix Truck/Ticket No: N/A / 25269891 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 INDICAIIVE 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. MLLIMICE A - � 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 -1013 Date Sampled: 11/18/2010 Report Date: 12/16/2010 Previously Reported: 11/29/2010 Sampled By: Marvin Hanks Project: Heartz Road By Order Of: Larry Location: Heartz Road Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95048 Test Method: See Below TEST RESULTS Report No: 95048 Page 3 of 3 Set: 3 of 3 Material: CONCRETE Number of Specimens: 4 Location: S.bound Heartz Rd, E. side, at 149 Heartz Rd Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 3 6.00 28.27 107,875 Type 2 Lab 3,820 3,820 B 7 6.00 28.27 135,000 Type 1 Lab 4,770 4,770 C 28 6.00 28.27 159,875 Type 1 Lab 5,650 D 28 6.00 28.27 159,370 Type 2 Lab 5,640 5,650 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 11/19/2010 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.6% Source /Sampled At: Truck / Center Time Sampled: 1:30 pm Plant: Redi -Mix Temp.: Ambient: 57 °F Mix: 69 °F Mix Code: 1 01_1 1504 Truck/Ticket No: Quantity Represented: 200 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 Coppeil 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 Adioo 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.