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ST0502B- LR151118RLLIAfICE GGEOTKHI'tICfiL 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: 11/18/2015 Previously Reported: 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 Spec Nbr A B C D 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 Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-6 Air Content: 3-5 Comments HOLD (see remarks) - ]F� Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 6 0 Inches Transported By: LMC 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 Geotech n ical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIIE QUALITIES OF APPARENTLY IDENI ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI'IESF REPORTS ART_ FOR TIME 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) (Ibs) Break Type Loc (PSI) (PSI) By 10/27/15: 7 6.00 28.27 106,915 Type 3 Lab 3,780 3,780 11/17/15: 28 6.00 28.27 137,380 Type 3 Lab 4,860 JR 11/17/15: 28 6.00 2827 134,940 Type 3 Lab 4,770 4,820 JR Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-6 Air Content: 3-5 Comments HOLD (see remarks) - ]F� Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 6 0 Inches Transported By: LMC 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 Geotech n ical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIIE QUALITIES OF APPARENTLY IDENI ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI'IESF REPORTS ART_ FOR TIME EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION flLLIAI'ICE GGEOTECHI'iICRL 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 Report Date: 11/18/2015 Previously Reported: 10/30/2015 Project: Freeport Parkway North Location: Paving culvert box Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 2 of 2 Location: Station 11+87.10 Spec Nbr A B C D TEST RESULTS Material: Concrete 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 2 of 2 Number of Specimens: 4 Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-6 Air Content: 3-5 Comments HOLD (see remarks) - 11 1 1 'le, I I I I I I'. -I I I Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.5 Inches Transported By: LMC Air Content: 4.1 % Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 10/21/2015 Truck/Ticket No: 1420 / 63096247 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, 01064 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) Attm 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 1 HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUA[ ITIES OF APPARENTLY IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS 50 NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF TI IE ADDRESSFD Ct IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By 10/27/15: 7 6.00 28.27 110,905 Type 3 Lab 3,920 3,920 JR 11/17/15: 28 6.00 28.27 142,025 Type 3 Lab 5,020 JR 11/17/15: 28 6.00 28.27 144,660 Type 3 Lab 5,120 5,070 JR Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-6 Air Content: 3-5 Comments HOLD (see remarks) - 11 1 1 'le, I I I I I I'. -I I I Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.5 Inches Transported By: LMC Air Content: 4.1 % Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 10/21/2015 Truck/Ticket No: 1420 / 63096247 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, 01064 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) Attm 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 1 HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUA[ ITIES OF APPARENTLY IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS 50 NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF TI IE ADDRESSFD Ct IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. HLLIHnCE GEOTKHf11CfiL 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 Date Received: 11/11/2015 ruc c File No: C15-0812 Date Sampled: 11/10/2015 Report Date: 11/18/2015 Sampled By: Smith, Vernon Project: Freeport Parkway North By Order Of: Walter Location: Retaining wall at Station 0+4, Sampled-, Freeport Parkway Order Number:1770 eastbound wall Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 197140 Material: Concrete Test Method: See Below TEST RESULTS Report No: 197140 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength (PSI) Strength Tested (PSI) By Nbr (date : days) (in) (inz) (lbs) Break Type Loc Comments A 11/17/15 :7 6.00 28.27 120,220 Type 3 Lab 4,250 4.250 JR B 12/08/15:28 6.00 28.27 Lab C 12/08/15: 28 6.00 2827 Lab HOLD (see remarks) D _ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 3-6 Slump: 5.0 Inches Transported By: LMC Air Content: 3-5 Air Content: 4.5% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 T k/TIt Na 7060/ 63096631 k e Curing Method: Standard Time Sampled: 11:30 am Time Batched: 10:26 am Temp.: Ambient: 66°F Mix: 70°F Unit Weight: 144 8 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu- yds. placed of a 19.0 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. Orlq. City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r ,E 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 NOTE -D. THESE_ REPORTS ARE FOR THE EXCLUSIVE_ USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.