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ST0502B- LR160120Hl_LIfY'ICE G GEOTEChM'1FCAL 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 1 of 18 Set: 1 of 18 Location: Station 29+50 Spec Age Tested Diameter Nbr (date : days) (in) A 01/18/16:3 6.00 B 01/22/16:7 6.00 C 02/12/16:28 6.00 D 01/17/16:2 6.00 E 09/04/40:8,999 6.00 Material: Concrete Maximum Area Load (int) (Ibs) 28.27 105,910 28.27 28.27 28.27 28.27 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 3,750 Lab Lab Lab Lab Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,750 JR RN N PFI 17 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 7.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24279 Curing Method: Standard Time Sampled: 7:20 am Time Batched: 7:02 am Temp.: Ambient: 46*F Mix: 59*F Unit Weight: 140.6 #/cu ft Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, ET, CME Department 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. RLLIf11'ICE GEQTKHYICRL _QiWP 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 2 of 18 Set: 2 of 18 Material: Concrete Number of Specimens: 5 Location: Station 28+50 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16: 3 6.00 28.27 107,765 Type 3 Lab 3,810 3,810 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E HOLD (see remarks) - R071 fel Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24291 Curing Method: Standard Time Sampled: 8:05 am Time Batched: 7:44 am Temp.: Ambient: 46°F Mix: 62°F Unit Weight: 145.7 #/cu ft Quantity Represented: 6 cu. yds. at 132 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C_ Kak,-#a, SET, CME Department 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. 1 ILLnit.L GEOTECt'IYICAL i` 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 3 of 18 Set: 3 of 18 Material: Concrete Number of Specimens: 5 Location: Station 27+78.29 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16: 3 6.00 28.27 114,050 Type 3 Lab 4,030 4,030 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E HOLD (see remarks) - FIS ® fes! 1: 11 f Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24301 Curing Method: Standard Time Sampled: 8:30 am Time Batched: 8:11 am Temp.: Ambient: 47°F Mix: 61°F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu. yds. at 230 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department 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 flLLIHIYCE G GEOTMMICRL 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Set: 4 of 18 Material: Concrete Location: Station 26+89 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) A 01/18/16: 3 6.00 28.27 122,400 Type 3 Lab 4,330 B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E RI rP � 91 R_ M z 9 F I Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Air Content: 3-6 Air Content: 5.1 % Mix Code: 2605M Report No: 201195 Page 4 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,330 JR HOLD (see remarks) - I.r. Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24311 Curing Method: Standard Time Sampled: 8:55 am Time Batched: 8:36 am Temp.: Ambient: 49°F Mix: 61°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu. yds. at 330 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group it Perry C, Kakara, SET, CME Department 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. RLLIRI'ICE G GEOTECM[CfL 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 5 of 18 Set: 5 of 18 Material: Concrete Number of Specimens: 5 Location: Station 26+00 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16: 3 6.00 28.27 127,150 Type 3 Lab 4,500 4,500 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E HOLD (see remarks) - RF9 R P1 ® 1` 1 [ -11 11 Ir_ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.8% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24322 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 9:07 am Temp.: Ambient: 49°F Mix: 62°F Unit Weight: 145.8 #/cu ft Quantity Represented: 10 cu. yds. at 440 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. � ALLIfY'ICE (4� GEOTE^CFNYICI9L 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: Citv of Coppell Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Set: 6 of 18 Material: Concrete Location: Station 25+50 Spec Nbr A B C D E Maximum Age Tested Diameter Area Load (date : days) (in) (in Z) (lbs) 01/18/16:3 6.00 28.27 139,175 01/22/16:7 6.00 28.27 02/12/16:28 6.00 28.27 02/12/16:28 6.00 28.27 Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 4,920 Lab Lab Lab Report No: 201195 Page 6 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,920 JR HOLD (see remarks) - Fll--,] 7 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24329 Curing Method: Standard Time Sampled: 9:45 am Time Batched: 9:24 am Temp.: Ambient: 51°F Mix: 63°F Unit Weight: 147.9 #/cu ft Quantity Represented: 10 cu. yds. at 510 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. f1LLIfiICE GEOTMMICML GRCUF 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 7 of 18 Set: 7 of 18 Material: Concrete Number of Specimens: 5 Location: Station 24+98.11 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16 : 3 6.00 28.27 112,095 Type 3 Lab 3,960 3,960 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E ` HOLD (see remarks) - F X /11,71 F_ R___ M S1 [ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24340 Curing Method: Standard Time Sampled: 10:30 am Time Batched: 9:55 am Temp.: Ambient: 50°F Mix: 63°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu. yds. at 620 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r Perry C. Kakara, SET, CME Department 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. RLLIf'Y'ICE GEOTECFII'lICf1L _CyiOU 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 8 of 18 Set: 8 of 18 Material: Concrete Number of Specimens: 5 Location: Station 24+00 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in Z) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16: 3 6.00 28.27 135,575 Type 3 Lab 4,790 4,790 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E HOLD (see remarks) - f I F1F-1 F1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24350 Curing Method: Standard Time Sampled: 11:20 am Time Batched: 10:53 am Temp.: Ambient: 52°F Mix: 66°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 720 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. RLLlfil'ICE 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 9 of 18 Material: Concrete Location: Station 23+35 Spec Nbr A B C D E Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 4,510 Lab Lab Lab Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 9 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,510 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24361 Curing Method: Standard Time Sampled: 11:55 am Time Batched: 11:44 am Temp.: Ambient: 53°F Mix: 65°F Unit Weight: 147.3 #/cu ft Quantity Represented: 10 cu. yds. at 830 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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 Age Tested Diameter Area Load (date : days) (in) (in Z) (Ibs) 01/18/16:3 6.00 28.27 127,585 01/22/16: 7 6.00 28.27 02/12/16:28 6.00 28.27 02/12/16:28 6.00 28.27 Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 4,510 Lab Lab Lab Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 9 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,510 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24361 Curing Method: Standard Time Sampled: 11:55 am Time Batched: 11:44 am Temp.: Ambient: 53°F Mix: 65°F Unit Weight: 147.3 #/cu ft Quantity Represented: 10 cu. yds. at 830 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. (040 RLLIfYYCE � GEOTMMICRL GIiOUP 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 10 of 18 Location: Station 22+58.39 Spec Nbr A B C D E TEST RESULTS Material: Concrete Maximum Age Tested Diameter Area Load (date : days) (in) (int) (lbs) 01/18/16:3 6.00 28.27 134,315 01/22/16:7 6.00 28.27 02/12/16:28 6.00 28.27 02/12/16:28 6.00 28.27 Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 4,750 Lab Lab Lab Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 10 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,750 JR HOLD (see remarks) - � RM- IU �"I r 11_' 1 7 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24370 Curing Method: Standard Time Sampled: 12:25 pm Time Batched: 12:08 pm Temp.: Ambient: 60°F Mix: 67°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu. yds. at 920 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department 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. RLLIfY'ICE 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Set: 11 of 18 Material: Concrete Location: Station 22+60 Spec Nbr A B C D E Maximum Age Tested Diameter Area Load (date : days) (in) (int) (Ibs) 01/18/16:3 6.00 28.27 124,655 01/22/16:7 6.00 28.27 02/12/16:28 6.00 28.27 02/12/16:28 6.00 28.27 Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 4,410 Lab Lab Lab Report No: 201195 Page 11 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,410 JR HOLD (see remarks) - ® E F Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24381 Curing Method: Standard Time Sampled: 12:45 pm Time Batched: 12:37 pm Temp.: Ambient: 61 °F Mix: 66°F Unit Weight: 145.4 #/cu ft Quantity Represented: 10 cu. yds. at 1030 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Aftn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. f1LLIAfYCE GEOTEChNYICPII. GRCUP 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 12 of 18 Set: 12 of 18 Material: Concrete Number of Specimens: 5 Location: Station 21+00 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16: 3 6.00 28.27 132,260 Type 3 Lab 4,680 4,680 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E HOLD (see remarks) P11 F 9— '91 17 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24391 Curing Method: Standard Time Sampled: 1:15 pm Time Batched: 1:02 pm Temp.: Ambient: 61°F Mix: 67*F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu. yds. at 1130 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. RLLIflPICE GEOTE{M1Cf'MM.. QiWP Acct ID: 1770 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Set: 13 of 18 Material: Concrete Location: Station 20+50 Spec Nbr A B C D E Maximum Age Tested Diameter Area Load (date : days) (in) (int) (lbs) 01/18/16:3 6.00 28.27 134,405 01/22/16:7 6.00 28.27 02/12/16:28 6.00 28.27 02/12/16:28 6.00 28.27 Compressive Cure Strength Break Type Loc (PSI) Type 3 Lab 4,750 Lab Lab Lab Report No: 201195 Page 13 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,750 JR HOLD (see remarks) - lE Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24400 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:28 pm Temp.: Ambient: 61°F Mix: 67°F Unit Weight: 146.8 #/cu ft Quantity Represented: 10 cu. yds. at 1220 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. RLLIfU'ICE �4 �J GEOTECMYICAL 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Set: 14 of 18 Material: Concrete Location: Station 19+50 Spec Nbr A B C D E Age Tested (date : days) 01/18/16: 3 01/22/16: 7 02/12/16: 28 02/12/16: 28 Maximum Load (lbs) 132,750 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 Diameter Area Cure (in) (int) Loc 6.00 28.27 Lab 6.00 28.27 Lab 6.00 28.27 Lab 6.00 28.27 Lab Break Type Type 3 Compressive Strength (PSI) 4,700 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Report No: 201195 Page 14 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,700 JR HOLD (see remarks) - F-71 RM IU F] I" I., I I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 7.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.4% Source/Sampled At: Truck /Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24412 Curing Method: Standard Time Sampled: 2:15 pm Time Batched: 2:05 pm Temp.: Ambient: 62°F Mix: 68°F Unit Weight: 146.2 #/cu ft Quantity Represented: 10 cu. yds. at 1340 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Att n: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLlfil'ICE G UEOTECMICRL GROUP Acct ID: 1770 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 15 of 18 Set: 15 of 18 Material: Concrete Location: Station 18+95 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) A 01/18/16: 3 6.00 28.27 130,360 Type 3 Lab 4,610 B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E 1f l F1 f,Il I f f Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 3,600 psi @ 28 days Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,610 JR I—] Type 6 HOLD (see remarks) - Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24421 Curing Method: Standard Time Sampled: 2:40 pm Time Batched: 2:27 pm Temp.: Ambient: 63°F Mix: 68°F Unit Weight: 146.1 #/cu ft Quantity Represented: 10 cu. yds. at 1430 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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. PM..LIfN'ICE GEO'TKtif11CRL OUP Acct ID: 1770 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Set: 16 of 18 Material: Concrete Location: Station 17+50 Spec Nbr A B C D E Maximum Load (lbs) 119,160 Age Tested Diameter Area Cure (date : days) (in) (int) Loc 01/18/16:3 6.00 28.27 Lab 01/22/16:7 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab Break Type Type 3 Compressive Strength (PSI) 4,210 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Report No: 201195 Page 16 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,210 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.4% Source/Sampled At: Truck /Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A / 24430 Curing Method: Standard Time Sampled: 3:05 pm Time Batched: 2:49 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 146.5 #/cu ft Quantity Represented: 10 cu. yds. at 1520 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Att n: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, KE,kara , SET, CME Department 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 ALLIHI'ICE G GE0TEChMY1CPM_ Qi0_UP 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: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 TEST RESULTS Set: 17 of 18 Material: Concrete Location: Station 17+00 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) A 01/18/16 : 3 6.00 28.27 123,880 Type 3 Lab 4,380 B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 3,600 psi @ 28 days Test Method: See Below Report No: 201195 Page 17 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,380 JR 17 Type 6 HOLD (see remarks) - Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24442 Curing Method: Standard Time Sampled: 3:35 pm Time Batched: 3:18 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu. yds. at 1640 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakafa, SET, CME Department 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 J ALLIflnCE 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: C15-0812 Report Date: 01/20/2016 Project: Freeport Parkway North Location: Paving Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below Set: 18 of 18 Location: Station 16+50 Spec Age Tested Nbr (date : days) TEST RESULTS Material: Concrete Maximum Diameter Area Load (in) (int) (lbs) Compressive Cure Strength Break Type Loc (PSI) Report No: 201195 Page 18 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments A 01/18/16: 3 6.00 28.27 138,520 Type 3 Lab 4,900 4,900 JR B 01/22/16:7 6.00 28.27 Lab C 02/12/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 Lab E HOLD (see remarks) - 7 M T [_] n Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24450 Curing Method: Standard Time Sampled: 3:50 pm Time Batched: 3:37 pm Temp.: Ambient: 63°F Mix: 66°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 1720 cu. yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department 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.