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ST0502B- LR160126ALuAnce 1Qrj GE0TECHf11CHL 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: 01/19/2016 Report Date: 01/26/2015 Previously Reported: 01/25/2016 Sampled By: Burgdorf, Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 T City of Coppell _Client: REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Test Method: See Below TEST RESULTS Report No: 201197 Page 1 of 17 Set: 1 of 17 Material: Concrete Number of Specimens: 5 Location: Station 15+20 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength (PSI) Strength Tested (PSI) By Nbr (date: days) (in) (in Z) (Ibs) Break Type Loc Comments A 01/22/16: 3 6.00 28.27 117,870 Type 3 Lab 4,170 4,170 MM B 01/26/16: 7 600 28.27 152,705 Type 3 Lab 5,400 5,400 JR C 02/16/16: 28 600 28.27 Lab D 02/16/16:28 6.00 28.27 Lab HOLD (see remarks) - E _ 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: 4.9% Source/Sampled At: Truck /Center Mix Code: 2605M Plant: On -Site k/T k t N 4 N/A / 24660 Date Received: 01/20/2016 ruc Ice o. Curing Method: Standard Time Sampled: 7:40 am Time Batched: 7:09 am Temp.: Ambient: 40°F Mix: 66°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu yds, placed of a 1400 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 '124 Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIL=S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IE QUALIFIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT LD, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RI.LIflfICE 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 Date Sampled: 01/19/2016 Report Date: 01/26/2015 Previously Reported: 01/25/2016 Sampled By: Burgdorf, Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 Client: City of Coppell REPORT" REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Test Method: See Below TEST RESULTS Report No: 201197 Page 2 of 17 Set: 2 of 17 Material: Concrete Number of Specimens: 5 Location: Station 14+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 01/22/16 : 3 6.00 2827 96,155 Type 3 Lab 3,400 3,400 MM B 01/26/16 :7 600 28.27 124,070 Type 3 Lab 4.390 4,390 JR C 02/16/16: 28 6.00 28 27 Lab D 02/16/16:28 6.00 28.27 Lab HOLD (see remarks) - E _ •w:, Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 3.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site t N N/A 124474 Date Received: 01/20/2016 Truck I c11 o. Curing Method: Standard Time Sampled: 9:10 am Time Batched: 8:08 am Temp.: Ambient: 50°F Mix: 59°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 130 cu. yds. placed of a 1400 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, T"X) Attn: Mr Rick O'Dell IT -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I I ITS REPORT APPI ILS ONLY 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I If. OJAIJ TIFS OF APPARI NII.Y IDf_Nl ICAI- OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT It). I HE_SIF REPOR IS ARC FOR THL EXCLUSIVE USEOf THE ADDRESSED CLIENT AND ARF NOT i0 BE REPRODUCE WITHOUT WRITTEN PERMISSION, nLuAnce GE0TKFif11CRL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 3 of 17 Material: Concrete Location: Station 13+00 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 I ypo 2 Type 3 Type 4 Slump: 3.0 Inches Air Content: 5.0% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 3 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,800 MM 5,210 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIAI 24482 Curing Method: Standard Time Sampled: 8:40 am Time Batched: 8:18 am Ternp : Ambient: 50°F Mix: 51°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds at 250 cu yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in C1064 and C138remarks, Compress ve st ength testper aASTM nd tC39ed n accordance with ASTM 1 143, Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong City of Coppoll (Coppell, T X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY T O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TI;SIED ANM0R opsLRVE.v AINLI ARE NOT NECESSARILY INDICATIVE OF TIiL QJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY RFPRESENT AN ONGDING 0LJALI'rY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HF 1091MODUCLO WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (PSI) (date . days) (in) (int) (Ibs) Break Type Loc 01/22/16: 3 6.00 2827 107,370 Type 3 Lab 3,800 01/26/16: 7 6.00 28.27 147,420 Type 3 Lab 5.210 02/16/16:28 6.00 28.27 Lab 02/16/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 I ypo 2 Type 3 Type 4 Slump: 3.0 Inches Air Content: 5.0% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 3 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,800 MM 5,210 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIAI 24482 Curing Method: Standard Time Sampled: 8:40 am Time Batched: 8:18 am Ternp : Ambient: 50°F Mix: 51°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds at 250 cu yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in C1064 and C138remarks, Compress ve st ength testper aASTM nd tC39ed n accordance with ASTM 1 143, Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong City of Coppoll (Coppell, T X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY T O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TI;SIED ANM0R opsLRVE.v AINLI ARE NOT NECESSARILY INDICATIVE OF TIiL QJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY RFPRESENT AN ONGDING 0LJALI'rY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HF 1091MODUCLO WITHOUT WRITTEN PERMISSION. f)LuAnte GGEOTECHf'IICRL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 17 Location: Station 12+00 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/22/16:3 6.00 28.27 B 01/26/16: 7 600 28.27 C 02/16/16:28 6.00 28.27 D 02/16/16:28 6.00 28.27 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (lbs) Break Type Loc (PSI) 120,440 Type 3 Lab 4,260 154,435 Type 3 Lab 5,460 Lab Lab 'x.! Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 4of17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,260 MM 5,460 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A 124496 Curing Method: Standard Time Sampled: 9:50 am Time Batched: 9:05 am Temp.: Ambient: 55°F Mix: 50°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 370 cu. yds, placed of a 1400 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 Cop pell (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 I HE OJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION MUAnce GGEOTECI1f1101IL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client. City of Coppell REPORT, REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 5 of 17 Location: Station 11+10 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: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 5 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date : days) (in) (inz) (Ibs) Break Type Loc 01/22/16: 3 6.00 2827 120,890 Type 3 Lab 01/26/16: 7 6.00 28.27 141,170 Type 3 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 5 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,280 4,280 MM 4,990 4,990 JR II I Type 2 Type 3 Type 4 Slump: 1.5 Inches Air Content: 4.3% Mix Code: 2605M HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIAI 24510 Curing Method: Standard Time Sampled: 10:15 am Time Batched: 9:42 am Temp.: Ambient: 51°F Mix: 50°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds at 510 cu. yds. placed of a 1400 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) Attm Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager I I IIS REPORT APPI IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO FHE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111E OUALI TIES OF APPARENTLY IDFNTICAL 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 CLIENI AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION d OLLInNCE GEOTECHhICIfiL OhouP 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client REPORT: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 6 of 17 Location: Station 11+00 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: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 6 of 17 Number of Specimens: 5 Average Strength Maximum (PSI) By Comments Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (inz) (lbs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 110,780 Type 3 Lab 3,920 01/26/16: 7 6.00 2827 139,990 Type 3 Lab 4,950 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 6 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,920 MM 4,950 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIAI 24520 Curing Method: Standard Time Sampled: 11:10 am Time Batched: 10:16 am Temp : Ambient: 52°F Mix: 50°F Unit Weight: 148.2 #/cu ft Quantity Represented: 10 cu. yds. at 610 cu yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C177_, 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 s J Perry C. Kakara, SET, CME Department Manager 1111S REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICAI LD AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OI - I HE QUALITIES OF APPARENTLY IDENI"ICA[ OR SIMII-AR 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 ALLIANCE (GE0TECHr11CPIL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 7 of 17 Location: Station 10+00 Spec Nbr A B C D E TEST RESULTS Material: Concrete Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 7 of 17 Number of Specimens: 5 Average Strength Maximum (PSI) By Comments Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (Ibs) Break Type Loc (PSI) 01/22/16: 3 600 28.27 140,860 Type 3 Lab 4,980 01/26/16 :7 600 2827 141,915 Type 3 Lab 5,020 02/16/16: 28 600 28.27 Lab 02/16/16:28 6.00 28.27 Lab Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 7 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,980 MM 5,020 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: 3.0 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: 01/20/2016 TrucklTicket No: NIA/ 24527 Curing Method: Standard Time Sampled: 11:20 am Time Batched: 10:34 am Temp: Ambient: 53°F Mix: 51'F Unit Weight: 147.9 #/cu ft Quantity Represented: 10 cu. yds. at 680 cu. yds, placed of a 1400 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 (CoppelI, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager PHIS REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IE QUALITIES OI- APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR Do THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, I HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOI TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RILIAnCE AGG 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell' REPORT;. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 8 of 17 Material: Concrete Location: Station 9+00 Spec: Nbr A B C D E Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 8 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,190 MM 5,170 JR HOLD (see remarks) - IT,- Type T-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 7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: NIAI 24544 Curing Method: Standard Time Sampled: 12:06 pm Time Batched: 11:24 am Temp: Ambient: 58°F Mix: 54°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds at 850 cu yds placed of a 1400 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: CIIy of Coppell (Coppell, VX) Alt n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group P % Perry C. Kakara, SET, CME Department Manager TI IIS REPORT ADPL ILS ON[ Y TO IHF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE. OF HIL OUAI.ITIFS OI APPARI-.NTIY DI N1 ICA[ OR SIMII AR PRODUCTS OR PROCEDURLS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO ID. rHF.SI_ REPORTS AIRE FOR THE I-XCLUSIVE. USE 01- T HE ADDRFSSE D CIJENT AND ARE NOT TO 13E REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 118,595 Type 3 Lab 4,190 01/26/16 7 600 28.27 146,145 Type 3 Lab 5,170 02/16/16: 28 600 28.27 Lab 02/16/16: 28 6.00 28 27 Lab Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 8 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,190 MM 5,170 JR HOLD (see remarks) - IT,- Type T-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 7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: NIAI 24544 Curing Method: Standard Time Sampled: 12:06 pm Time Batched: 11:24 am Temp: Ambient: 58°F Mix: 54°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds at 850 cu yds placed of a 1400 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: CIIy of Coppell (Coppell, VX) Alt n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group P % Perry C. Kakara, SET, CME Department Manager TI IIS REPORT ADPL ILS ON[ Y TO IHF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE. OF HIL OUAI.ITIFS OI APPARI-.NTIY DI N1 ICA[ OR SIMII AR PRODUCTS OR PROCEDURLS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO ID. rHF.SI_ REPORTS AIRE FOR THE I-XCLUSIVE. USE 01- T HE ADDRFSSE D CIJENT AND ARE NOT TO 13E REPRODUCED WITHOUT WRITTEN PERMISSION. ALLIAnCE GGE0TKNf11CRL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 9 of 17 Location: Station 8+00 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: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 9 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,060 MM 5,370 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.75 Inches Transported By: Tiseo Air Content: 4.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A / 24553 Curing Method: Standard Time Sampled: 12:30 pm Time Batched: 11:46 am Temp.: Ambient: 55°F Mix: 50°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 940 cu yds. placed of a 1400 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 Al— Perry C. Kakara, SET, CME Department Manager 11 {IS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE_ OF 1 HE OUAI. ITIES 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 OI= THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (lbs) Break Type Loc (PSI) 01/22/16 :3 6.00 28.27 114,675 Type 3 Lab 4,060 01/26/16 :7 6.00 28.27 151,695 Type 3 Lab 5,370 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 9 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,060 MM 5,370 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.75 Inches Transported By: Tiseo Air Content: 4.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A / 24553 Curing Method: Standard Time Sampled: 12:30 pm Time Batched: 11:46 am Temp.: Ambient: 55°F Mix: 50°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 940 cu yds. placed of a 1400 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 Al— Perry C. Kakara, SET, CME Department Manager 11 {IS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE_ OF 1 HE OUAI. ITIES 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 OI= THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLuAnce 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 10 of 17 Location: Station 7+00 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: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 10 of 17 Number of Specimens: 5 Compressive Average Maximum Strength Tested Age Tested Diameter Area Load 4,610 Cure (date : days) (in) (int) (Ibs) Break Type Loc 01/22/16: 3 600 28.27 130,355 Type 3 Lab 01/26/16 :7 6.00 28.27 164,015 Type 3 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16: 28 600 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 10 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,610 4,610 MM 5,800 5,800 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIAI 24561 Curing Method: Standard Time Sampled: 1:00 pm Time Batched: 12:06 pm Temp.: Ambient: 56°F Mix: 56°F Unit Weight: 148 6 #/cu ft Quantity Represented: 10 cu. yds. at 1020 cu yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in C1064 and C138e Compressive strength tesmarks, concrete was t l per ed aASTM nd tC39ed n Air in was paccordance with er TM 1 143, AS'TMC231 and cylinders were not capped per ASTM C617. Ong: City of Cop pell (Coppell, l X) Atln: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group 1 /w__4 Perry C, Kakara, SET, CME Department Manager 1 ITIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111E QUAIJTIFS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTLD. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION fILL119IhCE GEOTECHNIC 9L 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: 01/19/2016 Report Date: 01/26/2015 Previously Reported: 01/25/2016 Sampled By: Burgdorf, Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 Client. City of Coppell Break Type Loc REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Type 3 Lab Test Method: See Below 28.27 TEST RESULTS Report No: 201197 02/16/16 :28 6.00 Page 11 of 17 Set: 11 of 17 Location: Station 6+00 Spec Nbr A B C D E Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Compressive Strength (PSI) 4,520 5,300 Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 3.2% Mix Code: 2605M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,520 MM 5,300 JR HOLD (see remarks) - i Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A/ 24571 Curing Method: Standard Time Sampled: 1:30 pm rime Batched: 12:41 pm Temp.: Ambient: 55°F Mix: 52°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu yds. at 1110 cu- yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless nted in remarks. C1064 and C138. Compressive strength teete was st) per ed aASTM nd tC39ed n Air Content was paccordance with er ASTMTM C3 C231 143, C231 and cylinders were not capped per ASTM C617. Orig. City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1­Ccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager I HIS RLPORT APPI. 11 IS ONI Y TO IFIE" STANDARDS OR PROCEDURES INDICATED AND TO I I -IF SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE. OF I HE Q'JALII IFS OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCFDURFS, NOR DO TFIF_Y REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNI ESS SO NOTFD. THESE REPORT "S ARE FOR TI -IF. EXCLUSIVE: USE OF TNF ADDRFSSFD cIFL"NT AND ARE NOT 10 BE REPRODUCED WITHOUT W RIITEN PERMISSION. Maximum Age Tested Diameter Area Load Cure (date : days) (in) (in') (lbs) Break Type Loc 01/22/16: 3 6.00 28.27 127,855 Type 3 Lab 01/26/16 :7 600 28.27 149,830 Type 3 Lab 02/16/16 :28 6.00 28 27 Lab 02/16/16 :28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Compressive Strength (PSI) 4,520 5,300 Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 3.2% Mix Code: 2605M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,520 MM 5,300 JR HOLD (see remarks) - i Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A/ 24571 Curing Method: Standard Time Sampled: 1:30 pm rime Batched: 12:41 pm Temp.: Ambient: 55°F Mix: 52°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu yds. at 1110 cu- yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless nted in remarks. C1064 and C138. Compressive strength teete was st) per ed aASTM nd tC39ed n Air Content was paccordance with er ASTMTM C3 C231 143, C231 and cylinders were not capped per ASTM C617. Orig. City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1­Ccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager I HIS RLPORT APPI. 11 IS ONI Y TO IFIE" STANDARDS OR PROCEDURES INDICATED AND TO I I -IF SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE. OF I HE Q'JALII IFS OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCFDURFS, NOR DO TFIF_Y REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNI ESS SO NOTFD. THESE REPORT "S ARE FOR TI -IF. EXCLUSIVE: USE OF TNF ADDRFSSFD cIFL"NT AND ARE NOT 10 BE REPRODUCED WITHOUT W RIITEN PERMISSION. RELIANCE GGEOTECHnICRL GRO P 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 12 of 17 Compressive Location: Station 5+20 Cure Strength Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/22/16:3 6.00 28.27 B 01/26/16:7 6.00 28.27 C 02/16/16:28 6.00 28.27 D 02/16/16:28 6.00 28.27 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (lbs) Break Type Loc (PSI) 124,755 Type 3 Lab 4,410 153,355 Type 3 Lab 5,420 Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 G 1 Type 2 Type 3 Type 4 Slump: 2.0 Inches Air Content: 4.0% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 12 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,410 MM 5,420 JR HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TruCr, cket No: NIA/ 24587 Curing Method: Standard Time Sampled: 1:40 pm 'Time Batched: 1:30 pm Temp.: Ambient: 55°F Mix: 54°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds. at 1270 cu. yds. placed of a 1400 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) Alin: Mr. Rick O'Dell (1-cccopy) Respectfully Submitted, Alliance Geotechnical Group I Perry C. Kakara, SET, CME Department Manager I ITIS REPORT APPI IFS OWI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF OJAI-ITIFS or" APPAREN LLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO H D 1 HESE REPORTS ARE FOR THE FXCLUSIVI- USE 01- THE ADDRESSED CLIFNT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIRfiCE GGEOTECHt'IICRL GRO P 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT'. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 13 of 17 Material: Concrete Location: Station 4+10 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 2.5 Inches Air Content: 4.3% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorl', Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 13 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,390 MM 4,840 JR HOLD (see remarks) - I I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIA/ 25391 Curing Method: Standard Time Sampled: 2:00 pm Time Batched: 1:44 pm Temp.: Ambient: 55°F Mix: 55°F Unit Weight: 148.6 #/cu ft Quantity Represented: 10 cu, yds. at 1350 cu. yds. placed of a 1400 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group iii Perry C. Kakara, SET, CME Department Manager -1"1IIS 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 IIF QUAL.I I IES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS 50 NOICD. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF IHE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 124,250 Type 3 Lab 4,390 01/26/16: 7 6.00 2827 136,880 Type 3 Lab 4,840 02/16/16: 28 6.00 2827 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 2.5 Inches Air Content: 4.3% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorl', Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 13 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,390 MM 4,840 JR HOLD (see remarks) - I I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIA/ 25391 Curing Method: Standard Time Sampled: 2:00 pm Time Batched: 1:44 pm Temp.: Ambient: 55°F Mix: 55°F Unit Weight: 148.6 #/cu ft Quantity Represented: 10 cu, yds. at 1350 cu. yds. placed of a 1400 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group iii Perry C. Kakara, SET, CME Department Manager -1"1IIS 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 IIF QUAL.I I IES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS 50 NOICD. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF IHE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLiAnce �j GEorecrmicAL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 14 of 17 Location: Station 3+00 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: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 14 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 MM 5,310 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 5.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A / 24607 Curing Method: Standard Time Sampled: 2:20 pm Time Batched: 2:15 pm Temp.: Ambient: Mix: 56°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 1400 cu. yds. placed of a 1470 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 111E 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) (int) (Ibs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 112,860 Type 3 Lab 3,990 01/26/16: 7 6.00 28.27 150,250 Type 3 Lab 5,310 02/16/16: 28 6.00 2827 Lab 02/16/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 14 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 MM 5,310 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 5.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A / 24607 Curing Method: Standard Time Sampled: 2:20 pm Time Batched: 2:15 pm Temp.: Ambient: Mix: 56°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 1400 cu. yds. placed of a 1470 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 111E 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 6E0TECFif11CFlL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: REPORT: Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 City of Coppe_II REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: Set: 15 of 17 Location: Station 2+00 Spec Nbr A B C D E Test Method: TEST RESULTS Report No: Page 15 of 17 Material: Concrete [X` Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 5.1 % Mix Code: 2605M 1� Type 5 201197 See Below 201197 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 MM 4.950 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIA/ 24614 Curing Method: Standard I ime Sampled: 3:00 pm Time Batched: 2:32 pm Ternp.: Ambient: 57*F Mix: 56°F Unit Weight: 147 8 #/cu ft Quantity Represented: 10 cu. yds at 1540 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 (Copp el1, TX) At(n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IBIS REPORT APPL IES ONI Y TO THE S IANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111E QJAII TIES OF APPARENTLY IDFNTICAI. OR SIMM AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO H..0 THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADORESSFD CI IENT AND ARE NOT TO BE REPRODUCED WIIHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (ins) (Ibs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 112,910 Type 3 Lab 3,990 01/26/16: 7 6.00 2827 140,030 Type 3 Lab 4,950 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab [X` Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 5.1 % Mix Code: 2605M 1� Type 5 201197 See Below 201197 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 MM 4.950 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIA/ 24614 Curing Method: Standard I ime Sampled: 3:00 pm Time Batched: 2:32 pm Ternp.: Ambient: 57*F Mix: 56°F Unit Weight: 147 8 #/cu ft Quantity Represented: 10 cu. yds at 1540 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 (Copp el1, TX) At(n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IBIS REPORT APPL IES ONI Y TO THE S IANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111E QJAII TIES OF APPARENTLY IDFNTICAI. OR SIMM AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO H..0 THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADORESSFD CI IENT AND ARE NOT TO BE REPRODUCED WIIHOUT WRITTEN PERMISSION. ALLIAfICE GCEOTECFifIICfiL 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: 01/26/2015 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 16 of 17 Material: Concrete Location: Station 1+00 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 16 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date : days) (in) (W) (lbs) Break Type Loc 01/22/16: 3 6.00 2827 81,280 Type 3 Lab 01/26/16: 7 6.00 28 27 159,700 Type 3 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 16 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 2,870 2,870 MM 5,650 5,650 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 5.1 % Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24622 Curing Method: Standard Time Sampled: 3:20 pm Time Batched: 2:53 pm Temp: Ambient: 57°F Mix: 57°F Unit Weight: 147.5 #/cu ft Quantity Represented: 10 cu. yds at 1620 cu. yds. placed 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 J4 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 T HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTGD. rHESE REPORT S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLiAnce GGEOTECHf1lCRL UIiOUP 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: 01/19/2016 Report Date: 01/26/2015 Previously Reported: 01/25/2016 Sampled By: Burgdod', Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 Client. City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Test Method: See Below TEST RESULTS Report No: 201197 Page 17 of 17 Set: 17 of 17 Location: Station 0+40 Spec Nbr A B C D E Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 MM 5,610 JR HOLD (see remarks) - Type 2 (Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On-SitE: Date Received: 01/20/2016 TrucklTicket No: N/A124634 Curing Method: Standard Time Sampled: 4:00 pm Time Batched: 3:20 pm Temp: Ambient: 60°F Mix: 55°F Unit Weight: 148.5 #/cu ft Quantity Represented: 10 cu. yds. at 1740 cu. yds, placed 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 (Cop poll, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS REPOR I APPI IES ONl Y fO I I IF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) "FES -TED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of I HE OJALIT IGS OI APPARF NI I Y IDENTICAL OR SIMILAR PRODUCTS OR PROCLDURES, NOR DO 'THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT[[) I I IESE REPORTS ARE FOR TIFF I-XCI-USIVF USE Of: T HE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (lbs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 112,810 Type 3 Lab 3,990 01/26/16: 7 600 2827 158,740 Type 3 Lab 5,610 02/16/16:28 6.00 28.27 Lab 02/16/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 MM 5,610 JR HOLD (see remarks) - Type 2 (Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On-SitE: Date Received: 01/20/2016 TrucklTicket No: N/A124634 Curing Method: Standard Time Sampled: 4:00 pm Time Batched: 3:20 pm Temp: Ambient: 60°F Mix: 55°F Unit Weight: 148.5 #/cu ft Quantity Represented: 10 cu. yds. at 1740 cu. yds, placed 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 (Cop poll, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS REPOR I APPI IES ONl Y fO I I IF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) "FES -TED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of I HE OJALIT IGS OI APPARF NI I Y IDENTICAL OR SIMILAR PRODUCTS OR PROCLDURES, NOR DO 'THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT[[) I I IESE REPORTS ARE FOR TIFF I-XCI-USIVF USE Of: T HE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION.