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ST0502B- LR160111 (2)ALLIANCE GEOTEC NIUIL 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: C15-0812 Report Date: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 1 of 17 Location: Station 29+40 Spec Age Tested Diameter Area Nbr (date : days) (in) (int) A 01/09/16:3 6.00 28.27 B 01/13/16:7 6.00 28.27 C 02/03/16:28 6.00 28.27 D 02/03/16:28 6.00 28.27 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (lbs) Break Type Loc (PSI) 106,935 Type 3 Lab 3,780 Lab Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 1 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,780 JR HOLD (see remarks) - r- VVI Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3.1% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/07/2016 TruCr, cket No: N/A/ 23918 Curing Method: Standard 1 ime Sampled: 8:05 am Time Batched: 8:25 am Temp.: Ambient: 43°F Mix: 58°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds, at 10 cu. yds. placed of a 1600 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. Ong: 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 I HIS RL=PORI APPLIF_S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO 1"HE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 11 IF QJALIrIES OF APPAREN ILY IDI--N'TICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO N01 ED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHPICE GGEOTKMIYICflL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 2 of 17 Location: Station 28+60 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 2 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (in') (lbs) Break Type Loc 01/09/16: 3 6.00 28.27 116,860 Type 3 Lab 01/13/16:7 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 2 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,130 4,130 JR 4 r Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 2.7% Mix Code: Class P HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/AI 10 Curing Method: Standard Time Sampled: 8:35 am Time Batched: 8:54 am Temp.: Ambient: 42°F Mix: 56°F Unit Weight: 150.8 #/cu ft Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 1600 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, FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group 1Aa Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY I O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THF QUALITIES OF APPARENTLY IDENIICAI- OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO I"HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORT"S ARE FOR I'HE EXCLUSIVE USE OI: THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, RLLiAnce GEOTECHftICRL GR 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 Report Date: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 3 of 17 Location: Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 �'(� Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 3.0% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 3 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,230 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: NIA/ 20 Curing Method: Standard Time Sampled: 9:04 am Time Batched: 9:23 am Temp.: Ambient: 43°F Mix: 59°F Unit Weight: 149.6 #/Cu ft Quantity Represented: 10 cu yds at 200 cu. yds placed of a 1600 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 THF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE_ REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (lbs) Break Type Loc (PSI) 01/09/16: 3 6.00 28.27 119,740 Type 3 Lab 4,230 01/13/16:7 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 �'(� Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 3.0% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 3 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,230 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: NIA/ 20 Curing Method: Standard Time Sampled: 9:04 am Time Batched: 9:23 am Temp.: Ambient: 43°F Mix: 59°F Unit Weight: 149.6 #/Cu ft Quantity Represented: 10 cu yds at 200 cu. yds placed of a 1600 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 THF 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 RLLiAnce GGEOTECHf/1C19L G 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 Report Date: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 17 Location: Station 27+60 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 4 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (inz) (Ibs) Break Type Loc 01/09/16: 3 6.00 28.27 117,350 Type 3 Lab 01/13/16:7 6.00 28.27 Lab 02/03/16: 28 600 28.27 Lab 02/03/16: 28 600 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 4 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,150 4,150 JR u,ti i Type 3 Type 4 Slump: 1.0 Inches Air Content: 3.4% Mix Code: Class P HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: KI/AI 30 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 10:03 am Temp.: Ambient: 43°F Mix: 58°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 300 cu yds. placed of a 1600 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. Ong: 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 Tl its REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO 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 HLLinNCE GEOTECHNICRIL +GF our 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client. City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 5 of 17 Material: Concrete Location: Station 26+65 Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (lbs) Break Type Loc A 01/09/16: 3 6.00 28.27 126,610 Type 3 Lab B 01/13/16:7 6.00 28.27 Lab C 02/03/16:28 6.00 28.27 Lab D 02/03/16:28 6.00 28.27 Lab E f Type Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Compressive Strength (PSI) 4,480 1 Type 2 Type 3 Type 4 Slump: 1.5 Inches Air Content: 3.4% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 5 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,480 JR HOLD (see remarks) - � I 1_�_ I Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A / 40 Curing Method: Standard I ime Sampled: 10:10 am Time Batched: 10:34 am Temp.: Ambient: 44°F Mix: 60°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds at 400 cu. yds. placed of a 1600 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 or Coppell (Coppell, FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS REPORI APPLIES ONLY TO I HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OFAPPARENTLY IDENTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TFIESE REPOR rS ARE FOR TI IE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RuiAnce GGEOTECHnICRL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 6 of 17 Material: Concrete Location: Station 25+71 Spec Nbr A B C D E I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 3.8% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 6of17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,720 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIA/ 50 Curing Method: Standard Time Sampled: 10:45 am 'Time Batched: 11:01 am Temp.: Ambient: 44°F Mix: 59'F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds at 500 cu yds. placed of a 1600 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 NOT ED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (Ibs) Break Type Loc (PSI) 01/09/16: 3 6.00 28.27 133,560 Type 3 Lab 4,720 01/13/16: 7 6.00 2827 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 3.8% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 6of17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,720 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIA/ 50 Curing Method: Standard Time Sampled: 10:45 am 'Time Batched: 11:01 am Temp.: Ambient: 44°F Mix: 59'F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds at 500 cu yds. placed of a 1600 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 NOT ED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RU.IAi10E 4 G GEt7TECHfIICPIL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 7 of 17 Material: Concrete Location: Station 25+20 Spec Nbr A B C D E Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 7of17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,220 JR 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 Air Content: 3-5 Air Content: 3.8% Mix Code: Class P HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01107/2016 Truck/Ticket No: N/A 160 Curing Method: Standard I ime Sampled: 11:10 am 'Time Batched: 11:27 am Temp.: Ambient: 45°F Mix: 59°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 600 cu. yds, placed of a 1600 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 I HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO FHE 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 50 NOTED. THESE RF FOR I S ARE FOR THE E=XCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (lbs) Break Type Loc (PSI) 01/09/16: 3 6.00 28.27 119,335 Type 3 Lab 4,220 01/13/16: 7 6.00 2827 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16: 28 6.00 2827 Lab Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 7of17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,220 JR 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 Air Content: 3-5 Air Content: 3.8% Mix Code: Class P HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01107/2016 Truck/Ticket No: N/A 160 Curing Method: Standard I ime Sampled: 11:10 am 'Time Batched: 11:27 am Temp.: Ambient: 45°F Mix: 59°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 600 cu. yds, placed of a 1600 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 I HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO FHE 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 50 NOTED. THESE RF FOR I S ARE FOR THE E=XCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIfiNCE (� G cEorecHrncRL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 8 of 17 Location: Station 24+20 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 8 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (in Z) (lbs) Break Type Loc 01/09/16: 3 6.00 2827 114,885 Type 3 Lab 01/13/16:7 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16 ; 28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 8 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,060 4,060 JR II I �I : � i f • I•: y, 11 ` I � � '� l Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket III N/AI70 Curing Method: Standard Time Sampled: 11:35 am Time Batched: 11,53 am Temp: Ambient: 45°F Mix: 59°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 700 cu. yds placed of a 1600 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 F Perry C. Kakara, SET, CME Department Manager THIS REPORT APPL IES ONLY TO TI 1E STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QJALI TIES OF APPARENT LY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO N01 ED THESE REPORTS ARE FOR THE EXCL USIVE USE OF THE ADDRESSED CLIEN T AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLiAnte GEOTECHfIICRL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: REPORT: Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 9 of 17 Set: 9 of 17 Location: Station 23+30 Spec Nbr A B C D E Material: Concrete Number of Specimens: 5 Date Received: 01/07/2016 Truc Ice o. Curing Method: Standard Time Sampled: 12:05 pm Time Batched: 12:21 pm Temp.: Ambient: 45°F Mix: 58°F Unit Weight: 150.8 #/cu ft Quantity Represented: 10 cu yds. at 800 cu yds placed of a 1600 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. Ong: 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 I ITIS REPORT APPI IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I VIE OJALI IIES OF APPARENT1 Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURE=S, NOR DO -THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. T HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments 01/09/16: 3 6.00 28.27 119,075 Type 3 Lab 4,210 4,210 JR 01/13/16: 7 600 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 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: 1.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 3.0% Source/Sampled At: Truck I Center Mix Code: Class P Plant: On -Site 11 I. k t N N/A / 80 Date Received: 01/07/2016 Truc Ice o. Curing Method: Standard Time Sampled: 12:05 pm Time Batched: 12:21 pm Temp.: Ambient: 45°F Mix: 58°F Unit Weight: 150.8 #/cu ft Quantity Represented: 10 cu yds. at 800 cu yds placed of a 1600 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. Ong: 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 I ITIS REPORT APPI IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I VIE OJALI IIES OF APPARENT1 Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURE=S, NOR DO -THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. T HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLiAnce GGEOTKHPIICfiL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 10 of 17 Material: Concrete Location: Station 22+80 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 10 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,670 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/AI 90 Curing Method: Standard Time Sampled: 12:30 pm 'Time Batched: 12:49 pm Temp.: Ambient: 47°F Mix: 59°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 900 cu, yds placed of a 1600 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 Ong: 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 Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in?) (Ibs) Break Type Loc (PSI) 01/09/16: 3 6.00 2827 103,640 Type 3 Lab 3,670 01/13/16: 7 6 00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 10 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,670 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/AI 90 Curing Method: Standard Time Sampled: 12:30 pm 'Time Batched: 12:49 pm Temp.: Ambient: 47°F Mix: 59°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 900 cu, yds placed of a 1600 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 Ong: 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. RLLIfifICE `Q G GEOTECHnICfiL 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: 01/06/2016 Report Date: 01/11/2016 Sampled By: Corbin, Rodney Project: Freeport Parkway North By Order Of: Walter Location: Southbound outside lane Freeport Parkway Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 11 of 17 Set: 11 of 17 Material: Concrete Number of Specimens: 5 Location: Station 21+50 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/09/16: 3 6.00 28.27 115,595 Type 3 Lab 4,090 4,090 JR B 01/13/16:7 6.00 28.27 Lab C 02/03/16: 28 6.00 2827 Lab D 02/03/16:28 6.00 28.27 Lab E HOLD (see remarks) s s 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: 3-5 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A / 100 Curing Method: Standard Time Sampled: 1:00 pm Time Batched: 1:31 pm Temp.: Ambient: 47°F Mix: 59°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds at 1000 cu, yds. placed of a 1600 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 1 ITIS REPORT APPLIES ONLY To T I IE. SIANDARDS OR PROCEDURES INDICATED AND 10 THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HI= QUALITIES OF APPARENTLY IDENTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT EU THESE REPORTS ARE FOR THE EXCLUSIVE USE OF I HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAnCE GEOTKHfIfCHL GROVP 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 12 of 17 Material: Concrete Location: Station 20+50 Maximum Compressive Spec: Age Tested Diameter Area Load Cure Strength (PSI) Nbr (date : days) (in) (in') (Ibs) Break Type LOG A 01/09/16: 3 600 28 27 117,900 Type 3 Lab 4.170 B 01/13/16:7 6.00 28.27 Lab C 02/03/16:28 6.00 28.27 Lab D 02/03/16:28 6.00 28.27 Lab E 04/14/16:99 6.00 28.27Lab I jII IIIL_ _ . � ILk I i Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Air Content: 3-5 Air Content: 3.6% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 12 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,170 JR 7. Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site; Date Received: 01 /07/2016 Truck /Ticket No: N/A 1110 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:59 pm Temp.: Ambient: 46°F Mix: 60°F Unit Weight: 149.6 #/cu ft Quantity Represented: 10 cu. yds at 1100 cu yds. placed of a 1600 cu. yd. total placement Rernarks: 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 Onq: City of Coppell (Coppell, IX) 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 IHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALTIES 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 I FIE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIRnCE GGEOTECFiI'IICRL GiOUP 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT, REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 13 of 17 Compressive Location: Station 19+75 Cure Strength Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/09/16: 3 6.00 2827 B 01113/16:7 6.00 28.27 C 02/03/16:28 6.00 28.27 D 02/03116: 28 600 28.27 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (lbs) Break Type Loc (PSI) 124,075 Type 3 Lab 4,390 Lab Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 13 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,390 JR HOLD (see remarks) - �'T f 1 r l lI Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.9% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicket III 120 Curing Method: Standard Time Sampled: 2:10 pm Time Batched: 2:27 pm Temp.: Ambient: 47°F Mix: 58°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 1200 cu. yds. placed of a 1600 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 (I -CC copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCE=DURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALrrIES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. 'THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLIRfItE GGE0TECHf11CRL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 14 of 17 Location: Station 19+19 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 14 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (int) (lbs) Break Type Loc 01/09/16 :3 6.00 28.27 124,075 Type 3 Lab 01/13/16:7 6.00 28.27 Lab 02/03/16: 28 6.00 2827 Lab 02/03/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 14 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,390 4,390 JR Type 2 Type 3 Type 4 Type 5 Slump: 1 0 Inches Air Content: 4.3% Mix Code: Class P HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIA / 130 Curing Method: Standard Time Sampled: 2:35 pm Time Batched: 3:08 pm Temp.: Ambient: 47°F Mix: 59°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds at 1300 cu. yds, placed of a 1600 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. Ong: City o(Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONI Y 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 SIMII-AR PRODUCTS OR PROCEDURE=S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO rEO THESE REPOR I S ARE FOR I HE FXCLUSIVE USF- OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.. nLL inNcE OEOTECHnIML 0hour 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client City of Coppell _ REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 15 of 17 Location: Station 18+22 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 15 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (int) (Ibs) Break Type Loc 01/09/16: 3 6.00 28.27 112,705 Type 3 Lab 01/13/16:7 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 15 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,990 3,990 JR Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 5.0% Mix Code: Class P HOLD (see remarks) - I I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A 1140 Curing Method: Standard Time Sampled: 3:15 pm Time Batched: 3:36 pm Temp.: Ambient: 48°F Mix: 55°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 1400 cu yds placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, 0172, C143, C1064 and C138. Compressive strength test per ASTM C39, Air Content was per ASTM C231 and cylinders were not capped per ASTM C617 Ong: City of Coppell (Cop pell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group i 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 NO ED THESE REPORTS ARE FOR THF EXCLUSIVE USE OF FI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, RLLIAfICE GGEOTKHhICRL 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 16 of 17 Average Strength Material: Concrete (PSI) Location: Station 17+30 4,130 4,130 JR Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (inz) (lbs) Break Type Loc A 01/09/16: 3 6.00 28.27 116,815 Type 3 Lab B 01/13/16:7 6.00 28.27 Lab C 02/03/16:28 6.00 28.27 Lab D 02/03/16:28 6.00 28.27 Lab E Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 16 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,130 4,130 JR Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 4.1 % Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 150 Curing Method: Standard Time Sampled: 4:00 pm Time Batched: 4:09 pm Temp : Ambient: 48°F Mix: 58°F Unit Weight: 149.6 #/cu ft Quantity Represented: 10 cu yds at 1500 cu. yds. placed of a 1600 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. Orifi 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 11 -IIS 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 REPORrS ARE FOR 11 IE.. EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALuOnce (� G 0Eorechn109L 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: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 17 of 17 Location: Station 16+55 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 I Type 2 Type 3 Type 4 Type 5 Slump: 2.0 Inches Air Content: 5.0% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 17 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,290 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site: Date Received: 01/07/2016 TrucklTicket No: NIAI 160 Curing Method: Standard Time Sampled: 4:35 pm Time Batched: 4:29 pm Temp.: Ambient: 49°F Mix: 59°F Unit Weight: 144.4 #/cu ft Quantity Represented: 10 cu. yds. at 1600 cu. yds. placed of a 1600 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 T HE STANDARDS OR PROCEDURES INDICATED AND TO 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 NO I ED THESE REPORTS AIRE F OR TO--. FXCI USIVE USE OF TI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (Ibs) Break Type Loc (PSI) 01/09/16: 3 6.00 28.27 93,125 Type 3 Lab 3,290 01/13/16:7 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab 02/03/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 I Type 2 Type 3 Type 4 Type 5 Slump: 2.0 Inches Air Content: 5.0% Mix Code: Class P Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 17 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,290 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site: Date Received: 01/07/2016 TrucklTicket No: NIAI 160 Curing Method: Standard Time Sampled: 4:35 pm Time Batched: 4:29 pm Temp.: Ambient: 49°F Mix: 59°F Unit Weight: 144.4 #/cu ft Quantity Represented: 10 cu. yds. at 1600 cu. yds. placed of a 1600 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 T HE STANDARDS OR PROCEDURES INDICATED AND TO 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 NO I ED THESE REPORTS AIRE F OR TO--. FXCI USIVE USE OF TI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION