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ST0502B- LR151030RLLIHfICE GEOTKFif11CRL 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: 09/30/2015 Report Date: 10/30/2015 Previously Reported: 10/09/2015 Sampled By: Smith, Charles Project: Freeport Parkway North By Order Of: Walter Location: Wall pour, Panel 11, Sampled; Approximately 5' from southwest Order Number: 1770 corner of panel Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 194638 Material: Concrete Test Method: See Below TEST RESULTS Report No: 194638 Page 1 of 1 Spec Nbr A B C D Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.5 Inches Transported By: LMC Air Content: 5.2% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 10/01/2015 Truck/Ticket No: 5029 / 63095653 Curing Method: Standard Time Sampled: 3:00 pm Time Batched: 2:06 pm Temp.: Ambient: 89°F Mix: 95°F Unit Weight: 145.7 #/cu ft Quantity Represented: 9.5 cu. yds. at 19 cu. yds. placed of a 19 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 1 �5 Perry C. Kakara, SET, CME Department Manager TRIS REPORT APPLIES ONLY 10 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 REPOR rS 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) (inz) (Ibs) Break Type Loc (PSI) (PSI) By Comments 10/07/15 :7 6.00 28.27 103,265 Type 3 Lab 3,650 3,650 10/28/15: 28 6.00 2827 133,065 Type 3 Lab 4,710 JR 10/28/15: 28 6.00 28.27 136,780 Type 3 Lab 4,840 4,770 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.5 Inches Transported By: LMC Air Content: 5.2% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 10/01/2015 Truck/Ticket No: 5029 / 63095653 Curing Method: Standard Time Sampled: 3:00 pm Time Batched: 2:06 pm Temp.: Ambient: 89°F Mix: 95°F Unit Weight: 145.7 #/cu ft Quantity Represented: 9.5 cu. yds. at 19 cu. yds. placed of a 19 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 1 �5 Perry C. Kakara, SET, CME Department Manager TRIS REPORT APPLIES ONLY 10 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 REPOR rS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALUnNCE ? GEEOTEcHriifflL 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: 10/30/2015 Project: Freeport Parkway North Location: Wall floor, Sampled; Panel 4, Wall 8 Client: REPORT: Material: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Concrete Spec Age Tested Nbr (date : days) A 10/28/15:7 B 11/18/15:28 C 11/18/15:28 D Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 Date Sampled: 10/21/2015 Sampled By: Smith, Charles By Order Of: Walter Order Number: 1770 Number of Specimens: 4 LAB NO: 195851 Test Method: See Below Report No: 195851 Page 1 of 1 Average Strength Tested (PSI) By Comments 3,980 JR HOLD (see remarks) - All Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 5.0 Inches Transported By: LMC Air Content: 4.3% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 952 Date Received: 10/22/2015 Truck/Ticket No: 5023 / 62988451 Curing Method: Standard Time Sampled: 5:30 pm Time Batched: 4:23 pm Temp.: Ambient: 83°F Mix: 92°F Unit Weight: 145.8 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu yds placed of a 37.0 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 (Coppoll, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager THIS REPORI APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORI S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION TEST RESULTS Maximum Compressive Diameter Area Load Cure Strength (in) (int) (Ibs) Break Type Loc (PSI) 6.00 28.27 112,545 Type 3 Lab 3,980 6.00 28.27 Lab 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 Date Sampled: 10/21/2015 Sampled By: Smith, Charles By Order Of: Walter Order Number: 1770 Number of Specimens: 4 LAB NO: 195851 Test Method: See Below Report No: 195851 Page 1 of 1 Average Strength Tested (PSI) By Comments 3,980 JR HOLD (see remarks) - All Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 5.0 Inches Transported By: LMC Air Content: 4.3% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 952 Date Received: 10/22/2015 Truck/Ticket No: 5023 / 62988451 Curing Method: Standard Time Sampled: 5:30 pm Time Batched: 4:23 pm Temp.: Ambient: 83°F Mix: 92°F Unit Weight: 145.8 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu yds placed of a 37.0 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 (Coppoll, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager THIS REPORI APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORI S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION G RLLIHfICE !� G GEOTKHftICRL 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: 10/30/2015 Project: Freeport Parkway North Location: Paving culvert box Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 1 of 2 Material: Concrete Location: Station 13+14.10 Date Sampled: 10/20/2015 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 195979 Test Method: See Below Report No: 195979 Page 1 of 2 Number of Specimens: 4 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 10/27/15 :7 6.00 28.27 106,915 Type 3 Lab 3,780 3,780 B 11/17/15:28 6.00 28.27 Lab C 11/17/15:28 6.00 28.27 Lab T I HOLD (see remarks) D Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 3-6 Slump: 6.0 Inches Transported By: LMC Air Content: 3-5 Air Content: 4.8% Source/Sampled At: Truck I Center Mix Code: 1701 Plant: 956 Date Received: 10/21/2015 Truck/Ticket No: 3032 / 63096239 Curing Method: Standard Time Sampled: 8:20 am Time Batched: 7:39 am Temp.: Ambient: 60°F Mix: 87°F Unit Weight: 140.5 #/cu ft Quantity Represented: 9.5 cu. yds. at 19 cu. yds. placed of a 114 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 iIflS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1"FIE 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 GGEOTKHnICRL GROU 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: 10/20/2015 Report Date: 10/30/2015 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving culvert box Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 195979 Compressive Average Test Method: See Below TEST RESULTS Report No: 195979 Page 2 of 2 Set: 2 of 2 Material: Concrete Number of Specimens: 4 Location: Station 11+87.10 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 10/27/15: 7 6.00 28.27 110,905 Type 3 Lab 3,920 3,920 JR B 11/17/15:28 6.00 28.27 Lab C 11/17/15:28 6.00 28.27 Lab HOLD (see remarks) - D Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-6 Air Content: 3-5 I � Type 2 Type 3 Type 4 Type 5 Slump: 4.5 Inches Air Content: 4.1 % Mix Code: 1701 Type 6 Transported By: LMC Source/Sampled At: Truck / Center Plant: 956 Date Received: 10/21/2015 Truck/Ticket No: 1420 163096247 Curing Method: Standard Time Sampled: 10:15 am Time Batched: 9:21 am Temp.: Ambient: 66°F Mix: 88°F Unit Weight: 144.8 #/cu ft Quantity Represented: 9.5 cu. yds. at 85.5 cu. yds. placed of a 114 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 0231 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 I 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 REPOR TS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.