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ST0502B- LR160115RLLIRIYCE GGEOTECMf1lC19L 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: 01/15/2016 Previously Reported: 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 Nbr (date : days) TEST RESULTS Material: Concrete Maximum Diameter Area Load (in) (int) (lbs) Compressive Cure Strength Break Type Loc (PSI) 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 A 01/09/16: 3 6.00 28.27 106,935 Type 3 Lab 3,780 3,780 JR B 01/13/16: 7 6.00 28.27 136,335 Type 3 Lab 4,820 4,820 JR C 02/03/16: 28 600 28.27 Lab D 02/03/16:28 6.00 28.27 Lab E HOLD (see remarks) - '��`l 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: 3.1 % Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A / 23918 Curing Method: Standard Time 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. 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 Rf_PORTAPPL ES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND To THE sAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE QUALI IIES OF APPARE NI I.Y IDENTIGAI OR SIMII-AR PRODUCTS OR PROCEDURL5. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORI S ARE FOR THE EXCL USIVE USE OF THE ADDRESSED CLIFNT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIFlfICE GEOTECNf11C19L GROU Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 7524.7 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/15/2016 Previously Reported: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway r.ra„r rity of Cnnnell Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: Test Method: TEST RESULTS Report No: Page 2 of 17 Set: 2 of 17 Location: Station 28+60 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/09/16 : 3 6.00 2827 B 01/13/16:7 6.00 28.27 C 02/03/16:28 6.00 28.27 D 02/03/16: 28 600 28.27 E Material: Concrete Maximum Compressive Load Cure Strength (Ibs) Break Type Loc (PSI) 116,860 Type 3 Lab 4,130 154,700 Type 3 Lab 5,470 Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 200468 See Below 200468 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,130 JR 5,470 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 2.7% Source/Sampled At: Truck I Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: NIA/ 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 ASTNI 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 SAMPLES) 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. TI-IESI. REPORTSARF FOR THE EXCLUSIVE: USE OF TI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALuAnce �4 G GEOTECNhICNL GFiO 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: 01/15/2016 Previously Reported: 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 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 5,910 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1-0 Inches Transported By: Tiseo Air Content: 3.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicketNo: NIAI20 Curing Method: Standard Time Sampled: 9:04 am Time Batched: 9:23 am Ternp.: 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. Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (11-CCcopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 11115 REPORI APPI IFS 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 1HE EXCLUSIVE USE OF THE ADDRESSED CLIEN [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) 01/09/16: 3 6.00 2827 119,740 Type 3 Lab 4,230 01/13/16: 7 6.00 28.27 166,975 Type 3 Lab 5,910 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 3 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,230 JR 5,910 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1-0 Inches Transported By: Tiseo Air Content: 3.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicketNo: NIAI20 Curing Method: Standard Time Sampled: 9:04 am Time Batched: 9:23 am Ternp.: 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. Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (11-CCcopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 11115 REPORI APPI IFS 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 1HE EXCLUSIVE USE OF THE ADDRESSED CLIEN [AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIHnCE GEOTECfifIICRL 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: 01/15/2016 Previously Reported: 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 Ir/^i I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Slump: 1.0 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 4 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,150 JR 5,560 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A 130 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 cuyds. 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. Oriq City of Coppell (Coppell, TX) Attn: Mr Rick O'Doll (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS RLPORIAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTFD AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I -IF QUALITIES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARL FOR THE EXCLUSIVE USE OF 1 HE 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) 01/09/16: 3 6.00 2827 117,350 Type 3 Lab 4,150 01/13/16: 7 6.00 28.27 157,310 Type 3 Lab 5,560 02/03/16: 28 6.00 28 27 Lab 02/03/16: 28 6.00 2827 Lab Ir/^i I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Slump: 1.0 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 4 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,150 JR 5,560 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A 130 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 cuyds. 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. Oriq City of Coppell (Coppell, TX) Attn: Mr Rick O'Doll (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS RLPORIAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTFD AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I -IF QUALITIES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARL FOR THE EXCLUSIVE USE OF 1 HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. GEOTIECHNIML �k VVV c3hoUr 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: 01/15/2016 Previously Reported: 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 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: Test Method Report No: Page 5of17 200468 See Below 200468 Number of Specimens: 5 Average Strength Maximum (PSI) By Comments Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (lbs) Break Type Loc (PSI) 01/09/16: 3 6.00 28.27 126,610 Type 3 Lab 4,480 01/13/16: 7 6.00 28.27 153,410 Type 3 Lab 5,430 02/03/16: 28 6.00 2827 Lab 02/03/16:28 6.00 28.27 Lab Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: Test Method Report No: Page 5of17 200468 See Below 200468 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,480 JR 5,430 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 3.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: N/AI40 Curing Method: Standard Time 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 of Coppell (Coppell, 1 X) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT ADPL IFS ONLY 10 THF STANDARDS OR PROCEDURES INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF IHF. QUALI TIES 01- APPARENT LY IDEN1'ICAI. OR SIMILAR PRODUCIS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO 11-1). 1HESF RI -POR FS ARE I -OR 111F FXCLUSIVI- USE Or 11If: ADDRESSED CI TEN I AND ARE NOI TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHIYCE 4 G G GEOTECHI'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: 01/15/2016 Previously Reported: 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: 6 of 17 Location: Station 25+71 Spec Nbr A B C D E TEST RESULTS Material: Concrete 1 -:I 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 6 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date : days) (in) (in') (lbs) Break Type Loc 01/09/16: 3 6.00 2827 133,560 Type 3 Lab 01/13/16: 7 6.00 28.27 167,150 Type 3 Lab 02/03/16: 28 6.00 28 27 Lab 02/03/16:28 6.00 28.27 Lab 1 -:I 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 6 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,720 4,720 JR 5,910 5,910 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3.8% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: N/A/ 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, rX) Attn Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TMS REPORT APPLIES ONI YTO rHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OP APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOIFD 1 HESE REPORI S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIfiIYCE GGEOTECHhICRL 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: 01/15/2016 Previously Reported: 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: 7 of 17 Location: Station 25+20 Spec, Age Tested Diameter Area Nbr (date : days) (in) (in') 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) 119,335 Type 3 Lab 4,220 158,760 Type 3 Lab 5,610 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 7 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,220 JR 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: 3.8% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A 160 Curing Method: Standard Time 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 C1064 anodeC138d in remarks, Compress ve st ength testper ASTM testednd n accordance with ASTIM 1 143, ASTMC39Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, 1 X) 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 IGS ONLY TO THE STANDARDS OR PROCEDURES INOICAT'E_D AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of- I'HE QUALITIES OF APPARENTLY IOF'NTICAI 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 l"HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHtiCE rlllG GEOTECHf11CfiL _ 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: 01/15/2016 Previously Reported: 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: 8 of 17 Material: Concrete Tested (PSI) Location: Station 24+20 JR 5,460 JR Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (in') (lbs) Break Type Loc (PSI) A 01/09/16: 3 600 28.27 114,885 Type 3 Lab 4,060 B 01/13/16: 7 6.00 28.27 154,240 Type 3 Lab 5,460 C 02/03/16:28 6.00 28,27 Lab D 02/03/16:28 6.00 28.27 Lab E Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 2.0 Inches Air Content: 3-5 Air Content: 4.4% 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 8 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,060 JR 5,460 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site: Date Received: 01/07/2016 TrucKN Icket No: N/ALTO 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 Perry C. Kakara, SET, CME Department Manager THIS R[PORI APPI_IF-:S ONLY TO FHE SIANDARDS OR PROCEDURES INDICAI ED AND To THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF OJALIL IES OF APPARI N FLY IDENTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED THFSF_ REPORTS ARE FOR II IF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAIYCE IID GEOTECFif11CFiL 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: 01/15/2016 Previously Reported: 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: 9 of 17 Location: Station 23+30 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/09/16:3 6.00 28.27 B 01/13/16: 7 6.00 2827 C 02/03/16:28 6.00 28.27 D 02/03/16:28 6.00 28.27 E TEST RESULTS Material: Concrete Maximum Average Load Cure (lbs) Break Type Loc 119,075 Type 3 Lab 154,440 Type 3 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 9 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,210 4,210 JR 5,460 5,460 JR HOLD (see remarks) - I i I I ly d' Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1 0 Inches Transported By: Tiseo Air Content: 3.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 80 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. Orig City of Coppell (Coppell, I X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager ITIS REPOR r APPI IES ONLY TO rHF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THP. QUALnIES OF APPARI-NrL Y IDEN I ICAI OR SIMILAR PRODUCTS OR PROCFDURFS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOIFD l IWS1REPOR rS ARI. FOR `HF EXCI USIVE USF_ 01' 1 FII- ADDRESSED Cl IEN I AND ARE NOT TO BE REPRODUCED WITHOUT WRT TEN PERMISSION RLLIFlnCE GGEOTECHnICfiI 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: 01/15/2016 Previously Reported: 01/11/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway _Client: REPORT City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 10 of 17 Location: Station 22+80 Spec Nbr A B C D E TEST RESULTS Material: Concrete 1 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 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date : days) (in) (in') (lbs) Break Type Loc 01/09/16: 3 600 28 27 103,640 Type 3 Lab 01/13/16: 7 6 00 28.27 149,905 Type 3 Lab 02/03/16: 28 6.00 2827 Lab 02/03/16: 28 6.00 2827 Lab 1 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 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,670 3,670 JR 5,300 5,300 JR Type 2 Type 3 Type 4 Slump: 2.5 Inches Air Content: 4.4% 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: N/A/ 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. 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 I IIS RI -POR I ADPL IES ONI Y 10 1 HF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T HI= OJAL IVES OF APPARI.-_N I I IDFN I ICAL OR SIMII AR PRODUCTS OR PROCFDURLS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO] FD 1 HESL REPORTS AIRE FOR 1 HE F.XCLUSIVL USE OF THE ADDRESSED CLIEN FAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION (40ALuAnte GGEOTECHhICfiL GfiOUP 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: 01/15/2016 Previously Reported: 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: 11 of 17 Material: Concrete Location: Station 21+50 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 11 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date : days) (in) (in') (lbs) Break Type Loc 01/09/16: 3 6.00 2827 115,595 Type 3 Lab 01/13/16 :7 6.00 2827 156,930 Type 3 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 11 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,090 4,090 JR 5,550 5,550 JR I I r I i . •. I Type 2 Type 3 Type 4 Type 5 Slump: 2.0 Inches Air Content: 4.6% Mix Code: Class P HOLD (see remarks) - I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center 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 rioted 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 II iIS RIF -PORI APPI IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I If_ QUAI-H IES OF APPARI N ILY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO ID THESIREPORTS ARE FOR THC I XCI.USIVE USE OF I HE ADDRESSFD CI_IFN_l AND ARE NOT TO BE REPRODUCED WITHOUT WRIT FEN PERMISSION ALuAnce GGEOTECNf11CRl. 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: 01/15/2016 Previously Reported: 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: 12 of 17 Location: Station 20+50 TEST RESULTS Material: Concrete 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 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 110 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:59 pm Ternp.: 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 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 RFPORT APPI If_S ON[ Y 10 THF STANDARDS OR PROCEDURES INDICAFED AND TO'T'1 IF SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1I IF QUAL.FTIES OF APPARF_NFLY IDEM ICAI, OR SIMILAR PRODUCI S OR PROCI=_DURE S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO] ED THESE RFPORI S ARE FOR 1 -1 -IF FXCL USIVE USC OF: I HE ADDRESSFD CI IENI AND ARE NOI TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/09/16: 3 6.00 28.27 117,900 Type 3 Lab 4,170 4,170 JR B 01/13/16: 7 6-00 28.27 167,300 Type 3 Lab 5,920 5,920 JR C 02/03/16:28 6.00 28.27 Lab D 02/03/16: 28 600 28.27 Lab E 04/14/16:99 6.00 Lab 128.27 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: 3.6% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 110 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:59 pm Ternp.: 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 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 RFPORT APPI If_S ON[ Y 10 THF STANDARDS OR PROCEDURES INDICAFED AND TO'T'1 IF SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1I IF QUAL.FTIES OF APPARF_NFLY IDEM ICAI, OR SIMILAR PRODUCI S OR PROCI=_DURE S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO] ED THESE RFPORI S ARE FOR 1 -1 -IF FXCL USIVE USC OF: I HE ADDRESSFD CI IENI AND ARE NOI TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAnCE GGEOTECFiC11C19L 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: 01/15/2016 Previously Reported: 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 Location: Station 19+75 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 Slump: 2.0 Inches Air Content: 4.9% 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 13 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) 01/09/16 : 3 6.00 2827 124,075 Type 3 Lab 4,390 01/13/16 :7 600 2827 158,620 Type 3 Lab 5,610 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 Slump: 2.0 Inches Air Content: 4.9% 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 13 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,390 JR 5,610 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/AI 120 Curing Method: Standard Time Sampled: 2:10 pm rime 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. Ong: City of Coppell (Coppell, T X) Attn: Mr Rick O'Dell (1-cccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager Tt IIS REPORT APDL ILS ONLY TO THG STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE QJALITICS Or APPAREN FLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT1 D. 1 HESL REPORT"S ART_ FOR THE I-XCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIFlnCE 15GGEOTECHhICRL 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: 01/15/2016 Previously Reported: 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: 14 of 17 Average Strength Material: Concrete (PSI) Location: Station 19+19 4,390 4,390 JR 5,660 5,660 JR Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (i n') (lbs) Break Type Loc A 01/09/16:3 6.00 28.27 124,075 Type 3 Lab B 01/13/16: 7 6.00 2827 160,085 Type 3 Lab C 02/03/16: 28 6.00 2827 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 14 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,390 4,390 JR 5,660 5,660 JR f .I Type 1 Type 2 Type 3 Type 4 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Air Content: 3-5 Air Content: 4.3% 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: NIAI 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 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 BIS RFPORT APPI IES ONI Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I IIF. QJALITIES OF APPARL N FLY IDFNIICAL OR SIMII Ali PRODUC I S OR PROCEDURES, NOR Do THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPOR IS ARE FOR TI IF EXCLUSIVE USE OI= I VIE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. nLLinNCE GECITCHNCP1L Oh ou `' 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. 01/15/2016 Previously Reported: 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 Set: 15 of 17 Location: Station 18+22 Spec Nbr A B C D E Test Method: See Below TEST RESULTS Report No: 200468 Page 15 of 17 Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 JR 5,330 JR HOLD (see remarks) - �) I' L.J `-...(,....I �/'';1^SII � 11,,, I �r..:._ I -.-_.. •I L _ .I III I •�' Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIAI 140 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, 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 RE PORT 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 IDFNTICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO LED IHFSF REPORTS ARE FOR THE EXCLUSIVE USE OF TI IF 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 28.27 112,705 Type 3 Lab 3,990 01/13/16: 7 6.00 28.27 150,770 Type 3 Lab 5,330 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 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,990 JR 5,330 JR HOLD (see remarks) - �) I' L.J `-...(,....I �/'';1^SII � 11,,, I �r..:._ I -.-_.. •I L _ .I III I •�' Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIAI 140 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, 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 RE PORT 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 IDFNTICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO LED IHFSF REPORTS ARE FOR THE EXCLUSIVE USE OF TI IF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. 40ALLIMCE V GEOTECHNICAL C7m'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: 01/15/2016 Previously Reported: 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: 16 of 17 Location: Station 17+30 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 pIA11 I Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 4.1 % 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 16 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,130 JR 5,210 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A 1150 Curing Method: Standard Time Sampled: 4:00 pm rime 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. Ong: City of Coppell (Coppell, T X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotech n ical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONI Y TOTIMI:. STANDARDS OR PROCEDURES INDICATED AND TO I LIE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 HG QUALITIES OF APPARPNTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FORT I IF 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 28.27 116,815 Type 3 Lab 4,130 01/13/16: 7 6.00 28.27 147,325 Type 3 Lab 5,210 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 pIA11 I Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 4.1 % 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 16 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,130 JR 5,210 JR Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A 1150 Curing Method: Standard Time Sampled: 4:00 pm rime 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. Ong: City of Coppell (Coppell, T X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotech n ical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONI Y TOTIMI:. STANDARDS OR PROCEDURES INDICATED AND TO I LIE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 HG QUALITIES OF APPARPNTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FORT I IF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. nLuAnce GGEOTECFifIKRL 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: 01/15/2016 Previously Reported: 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 17 of 17 Set: 17 of 17 Material: Concrete Number of Specimens: 5 Location: Station 16+55 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 93,125 Type 3 Lab 3,290 3,290 JR B 01/13/16: 7 6.00 2827 128,015 Type 3 Lab 4,530 4,530 JR C 02/03/16: 28 6.00 2827 Lab D 02/03/16:28 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: 2.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 50% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site T k/T'Iket No N/A / 160 Date Received: 01/07/2016 ruc c 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 Coppoll (Coppell, TX) Atln Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SENT, CME Department Manager TI IIS RFPOR I APPLIES ONLY TD THF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE or TI LIE QUALITIES OF APPARFNTI Y IDFN I IGAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR I HE EXCEUSIVE. USE OF THE ADDRESSED CLIFNT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIHfICE GGE0TECFif11CfiL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: REPORT: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 1 of 12 Material: Concrete Location: Station 11+00 to 10+00, Sampled; Station 10+00 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (lbs) Break Type A 01/14/16 : 3 6.00 28.27 100,640 Type 3 B 01/18/16: 7 C 02/08/16:28 D 02/08/16:28 E 6.00 2827 6.00 28.27 6.00 28.27 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 1 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,560 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3.0 Inches Transported By: Tiseo Air Content: 2.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: NIA/ 24162 Curing Method: Standard Time Sampled: 9:12 am -Time Batched: 9:03 am Temp.: Ambient: 34°F Mix: 58°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 40 cu yds. placed of a 1200 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 (Coppoll, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group f�. Perry C. Kakara, SET, CME Department Manager THIS 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 TI IE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI-D. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 3,560 Lab Lab Lab Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 1 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,560 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3.0 Inches Transported By: Tiseo Air Content: 2.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: NIA/ 24162 Curing Method: Standard Time Sampled: 9:12 am -Time Batched: 9:03 am Temp.: Ambient: 34°F Mix: 58°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 40 cu yds. placed of a 1200 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 (Coppoll, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group f�. Perry C. Kakara, SET, CME Department Manager THIS 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 TI IE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI-D. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIfinCE G6EOTKNI'IICRL _ 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 Date Sampled: 01/11/2016 Report Date: 01/15/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Southbound Freepport Parkway Order Number: 1770 Client: City of Coppell _- REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200898 Test Method: See Below TEST RESULTS Report No: 200898 Page 2 of 12 Set: 2 of 12 Material: Concrete Location: Station 10+00 to 9+00, Sampled; Station 9+00 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (inz) (lbs) Break Type A 01/14/16 : 3 6.00 28.27 96,400 Type 3 B 01/18/16:7 6.00 28.27 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E lix Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A (24170 Curing Method: Standard Time Sampled: 9:55 am Time Batched: 9:35 am Temp.: Ambient: 37°F Mix: 58°F Unit Weight: 146.9 #/cu ft Quantity Represented: 10 cu. yds. at 120 cu. yds, placed of a 1200 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 0138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong: City or Coppell (Coppell, l X) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONLY 1'0 THE STANDARDS OR PROCEDURES INDICATED AND TO I HE 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE_ REPORTS ARE FOR 1 HE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 3,410 3,410 JR Lab Lab Lab HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.5 Inches Transported By: Tiseo Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A (24170 Curing Method: Standard Time Sampled: 9:55 am Time Batched: 9:35 am Temp.: Ambient: 37°F Mix: 58°F Unit Weight: 146.9 #/cu ft Quantity Represented: 10 cu. yds. at 120 cu. yds, placed of a 1200 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 0138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong: City or Coppell (Coppell, l X) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONLY 1'0 THE STANDARDS OR PROCEDURES INDICATED AND TO I HE 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE_ REPORTS ARE FOR 1 HE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RuiAnce GGEOTECHhICRL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method 200898 See Below TEST RESULTS Report No: 200898 Page 3 of 12 Set: 3 of 12 Material: Concrete Location: Station 9+00 to 8+24, Sampled, Station 8+24 Maximum Spec: Age Tested Diameter Area Load Nbr (date : days) (in) (in') (lbs) Break Type A 01/14/16 : 3 6.00 28.27 129,190 Type 3 B 01/18/16:7 6.00 28.27 C 02/08/16: 28 6.00 2827 D 02/08/16: 28 6.00 2827 E Lab Lab f Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.4% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: N/A/ 24180 Curing Method: Standard Time Sampled: 10:20 am time Batched: 10:02 am Temp.: Ambient: 37°F Mix: 59°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds at 220 cu. yds placed of a 1200 cu. yd. total placement Remarks: concrete was sampled and tested in accordance with ASTM C31, C172, C143, Test Method (As Applicable): Unless noted in remarks, 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 (Coppoll, I X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPHES ONLY 'IO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARFN FLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR IHE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 4,570 4,570 JR Lab Lab Lab HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.4% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: N/A/ 24180 Curing Method: Standard Time Sampled: 10:20 am time Batched: 10:02 am Temp.: Ambient: 37°F Mix: 59°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds at 220 cu. yds placed of a 1200 cu. yd. total placement Remarks: concrete was sampled and tested in accordance with ASTM C31, C172, C143, Test Method (As Applicable): Unless noted in remarks, 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 (Coppoll, I X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPHES ONLY 'IO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARFN FLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR IHE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLInNCF ( GEOTECHNICFiL 1133HOUP 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: 01/11/2016 Report Date: 01/15/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location. Southbound Freepport Parkway Order Number: 1770 Client: City of Coppell — REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200898 Test Method: See Below TEST RESULTS Report No: 200898 Page 4 of 12 Set: 4 of 12 Material: Concrete Location: Station 8+24 to 7+50, Sampled; Station 7+50 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (inz) (Ibs) Break Type A 01/14/16 : 3 6.00 28 27 131,460 Type 3 B C D E 01/18/16: 7 600 28.27 02/08/16:28 6.00 28.27 02/08/16:28 6.00 28.27 Number of Specimens: 5 HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24190 Curing Method: Standard Time Sampled: 10:50 am Time Batched: 10:36 am Temp.: Ambient: 37°F Mix: 60°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 320 cu, yds. placed of a 1200 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 t /ff Perry C. Kakara, SET, CME Department Manager 1111S REPORT APDL IES ONLY TO iHF: STANDARDS OR PROCEDURFS INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF fill OJALII II -S OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI=D, HK SE RIFPOR I S ARI= FOR THE 1. XCLUSIVE. USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 4,650 4,650 JR Lab Lab 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: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24190 Curing Method: Standard Time Sampled: 10:50 am Time Batched: 10:36 am Temp.: Ambient: 37°F Mix: 60°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 320 cu, yds. placed of a 1200 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 t /ff Perry C. Kakara, SET, CME Department Manager 1111S REPORT APDL IES ONLY TO iHF: STANDARDS OR PROCEDURFS INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF fill OJALII II -S OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI=D, HK SE RIFPOR I S ARI= FOR THE 1. XCLUSIVE. USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. n RLLIHfYCE GEOTECNf11CFlL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: Test Method: TEST RESULTS Report No: Page 5 of 12 Set: 5 of 12 Material: Concrete Location: Station 7+50 to 6+75, Sampled-, Station 6+75 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16 : 3 6.00 28.27 122,410 Type 3 B 01/18/16: 7 6.00 2827 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Received: 01/12/2016 Curing Method: Standard Time Sampled: 11:15 am Time Batched: 11:03 am Temp.: Ambient: 41°F Mix: 60°F 200898 See Below 200898 Number of Specimens: 5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.75 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Truck/Ticket No: N/A / 24199 Quantity Represented: 10 cu. yds at 410 cu- yds. placed of a 1200 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 11 ]IS RFPORTAPPLII-S ONLY TO THF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 HE QJALI TIES OF APPARF.NTI Y IDFNTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TED. THESIE. REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.,. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 4,330 4,330 JR Lab Lab Lab HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.75 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Truck/Ticket No: N/A / 24199 Quantity Represented: 10 cu. yds at 410 cu- yds. placed of a 1200 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 11 ]IS RFPORTAPPLII-S ONLY TO THF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 HE QJALI TIES OF APPARF.NTI Y IDFNTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TED. THESIE. REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.,. ALLIHntE GGEOTECFifIICRL C�FiOVP 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST 1 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 6 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,050 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24210 Curing Method: Standard Time Sampled: 12:48 pm Time Batched: 11:42 am Temp.: Ambient: 43°F Mix: 60°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 520 cu yds. placed of a 1200 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTIVI 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPI IF ONLY TO THE STANDARDS OR PROCEDURES INDICA] ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I IIP QUAI I I IES OF APPARFNTI Y IDENTICAL- OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT 1--1) 1 HFSL REPORTS ARE FOR 1 HE I XCL USIVF USE.-. Of EHL ADDRFSSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION TEST RESULTS Set: 6 of 12 Material: Concrete Location: Station 6+75 to 5+00, Sampled-, Station 5+00 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) A 01/14/16: 3 6.00 28 27 114,500 Type 3 Lab 4,050 B 01/18/16:7 6.00 28.27 Lab C 02/08/16:28 6.00 28.27 Lab D 02/08/16: 28 6.00 2827 Lab E 1 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 6 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,050 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24210 Curing Method: Standard Time Sampled: 12:48 pm Time Batched: 11:42 am Temp.: Ambient: 43°F Mix: 60°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 520 cu yds. placed of a 1200 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTIVI 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPI IF ONLY TO THE STANDARDS OR PROCEDURES INDICA] ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I IIP QUAI I I IES OF APPARFNTI Y IDENTICAL- OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT 1--1) 1 HFSL REPORTS ARE FOR 1 HE I XCL USIVF USE.-. Of EHL ADDRFSSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ^ RLLIHIYCE GEOTECHI'11C19L 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 7 of 12 Material: Concrete Location: Station 5+00 to 4+50, Sampled; Station 4+50 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (Ibs) Break Type A 01/14/16 : 3 6.00 28.27 121,280 Type 3 8 01/18/16: 7 C 02/08/16:28 D 02/08/16:28 E 6.00 28.27 6.00 28.27 6.00 28 27 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 7 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,290 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24220 Curing Method: Standard Time Sampled: 1:13 pm Time Batched: 1:03 pm Temp.: Ambient: 43°F Mix: 67°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 620 cu. yds. placed of a 1200 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 pf Coppoll (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.PORT APPI IES ONI Y I"O TI IF. STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1111- Q'JALHIES OF APPAREN TI Y IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED T I-IESIF REPORI S ARE FOR IHE EXCLUSIVE USE OF II IE ADDRESSED CLIEN FAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 4,290 Lab Lab Lab Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 7 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,290 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24220 Curing Method: Standard Time Sampled: 1:13 pm Time Batched: 1:03 pm Temp.: Ambient: 43°F Mix: 67°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 620 cu. yds. placed of a 1200 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 pf Coppoll (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.PORT APPI IES ONI Y I"O TI IF. STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1111- Q'JALHIES OF APPAREN TI Y IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED T I-IESIF REPORI S ARE FOR IHE EXCLUSIVE USE OF II IE ADDRESSED CLIEN FAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAfICE (�P6 GEOTKNN1CfiL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 8 of 12 Material: Concrete Location: Station 4+50 to 4+32, Sampled; Station 4+32 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (Ibs) Break Type A 01/14/16 : 3 6.00 28.27 134,850 Type 3 B 01/18/16 7 6.00 2827 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 8 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,770 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24230 Curing Method: Standard Time Sampled: 1:46 pm Time Batched: 1:35 pm Temp.: Ambient: 45°F Mix: 66°F Unit Weight: 148 2 ft/cu ft Quantity Represented: 10 cu. yds. at 720 cu yds. placed of a 1200 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 1I1IS R1 PORT APPI IFS ONLY TO THE SFANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THF-. OJALII IES OF APPARI:-NTI.Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURI S, NOR DO THEY REPRESENT AN ONGOING oUALITY ASSURANCE PROGRAM UNLESS SO NOTED 1HESE REPOR FS ARF FOR TF IF FXCLUSIVF USF OF THE ADDRESSED CLIENT AND ARF NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Cure Strength Loc (PSI) Lab 4,770 Lab Lab Lab Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 8 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,770 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24230 Curing Method: Standard Time Sampled: 1:46 pm Time Batched: 1:35 pm Temp.: Ambient: 45°F Mix: 66°F Unit Weight: 148 2 ft/cu ft Quantity Represented: 10 cu. yds. at 720 cu yds. placed of a 1200 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 1I1IS R1 PORT APPI IFS ONLY TO THE SFANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THF-. OJALII IES OF APPARI:-NTI.Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURI S, NOR DO THEY REPRESENT AN ONGOING oUALITY ASSURANCE PROGRAM UNLESS SO NOTED 1HESE REPOR FS ARF FOR TF IF FXCLUSIVF USF OF THE ADDRESSED CLIENT AND ARF NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAnCE GEOTECHnICRL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below TEST RESULTS Report No: Page 9of12 Set: 9 of 12 Material: Concrete Location: Station 4+32 to 3+50, Sampled; Station 3+50 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16 : 3 6.00 28.27 123,820 Type 3 B 01/18/16: 7 C 02/08/16:28 D 02/08/16:28 E 6.00 2827 6.00 2827 6.00 2827 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: 1.5 Inches Air Content: 5.0% Mix Code: 2605 M 200898 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,380 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24239 Curing Method: Standard Time Sampled: 2:06 pm Time Batched: 1:57 pm Temp.: Ambient: 48°F Mix: 67°F Unit Weight: 148.2 #/cu ft Quantity Represented: 10 cu. yds at 810 cu yds. placed of a 1200 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 PHIS REPORT APPI IES ONI Y TO 71 IF STANDARDS OR PROCEDURES INDICATED AND To THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF r[iE QUAI_IT IES OF APPARI-NTI_Y IDENTICAI OR SIMII AIR PRODUCTS OR PROCEDURES. NOR DO THEY RCPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NO] TO BE REPRODUCED WITHOUT WRIT -TEN PERMISSION. Compressive Cure Strength Loc (PSI) Lab 4,380 Lab Lab Lab Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 5.0% Mix Code: 2605 M 200898 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,380 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24239 Curing Method: Standard Time Sampled: 2:06 pm Time Batched: 1:57 pm Temp.: Ambient: 48°F Mix: 67°F Unit Weight: 148.2 #/cu ft Quantity Represented: 10 cu. yds at 810 cu yds. placed of a 1200 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 PHIS REPORT APPI IES ONI Y TO 71 IF STANDARDS OR PROCEDURES INDICATED AND To THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF r[iE QUAI_IT IES OF APPARI-NTI_Y IDENTICAI OR SIMII AIR PRODUCTS OR PROCEDURES. NOR DO THEY RCPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NO] TO BE REPRODUCED WITHOUT WRIT -TEN PERMISSION. RLLIRfICE ((��•�G GEOTECYiPiICRL � 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 10 of 12 Material: Concrete Location: Station 3+50 to 3+00, Sampled; Station 3+00 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (lbs) Break Type A 01/14/16 : 3 600 28 27 111,950 Type 3 B 01/18/16:7 6.00 28.27 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 10 of 12 Number of Specimens: 5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump. 1.5 Inches Transported By: Tiseo Air Content: 5.1 % Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site: Date Received: 01/12/2016 Truck/Ticket No: N/AI 24249 Curing Method: Standard Time Sampled: 2:46 pm Time Batched: 2:34 pm Temp.: Ambient: 48'F Mix: 67'F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 910 cu. yds. placed of a 1200 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: Cily of Coppell (Coppell, rx) Altn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I I IIS REPORT APPI IE.S ONI-Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF l HE QUALITIES Of APPARGNTI Y IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE RF -POR rS ARE FOR THE EXCLUSIVE USE OF TI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 3,960 3,960 JR Lab Lab Lab HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump. 1.5 Inches Transported By: Tiseo Air Content: 5.1 % Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site: Date Received: 01/12/2016 Truck/Ticket No: N/AI 24249 Curing Method: Standard Time Sampled: 2:46 pm Time Batched: 2:34 pm Temp.: Ambient: 48'F Mix: 67'F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 910 cu. yds. placed of a 1200 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: Cily of Coppell (Coppell, rx) Altn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I I IIS REPORT APPI IE.S ONI-Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF l HE QUALITIES Of APPARGNTI Y IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE RF -POR rS ARE FOR THE EXCLUSIVE USE OF TI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHNtE GGE0TECFI1YICfiL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell _ REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 11 of 12 Material: Concrete Location: Station 3+00 to 2+00, Sampled; Station 2+00 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (lbs) Break Type A 01/14/16 : 3 6.00 28.27 126,930 Type 3 B 01/18/16:7 6.00 28.27 C 02/08/16: 28 6.00 28 27 D 02/08/16: 28 600 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 11 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,490 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TrucklTicket Nov NIA/ 24259 Curing Method: Standard Time Sampled: 4:03 pm Time Batched: 3:55 pm Temp.: Ambient: 48°F Mix: 65°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds, at 1010 cu. yds placed of a 1200 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 or Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group �+!•''xf.=. �.�'/..fir_+✓ Perry C. Kakara, SET, CME Department Manager I I its REPORT APPI IES ONLY TO THE STANDARDS OR PROCFDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TI IF QUALrn ES OF APPARF_N TLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.. THESE RFPORI S ARL= FOR iHl-. EXCLUSIVE USF: OI I IIF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Cure Strength Loc (PSI) Lab 4,490 Lab Lab Lab Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 11 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,490 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TrucklTicket Nov NIA/ 24259 Curing Method: Standard Time Sampled: 4:03 pm Time Batched: 3:55 pm Temp.: Ambient: 48°F Mix: 65°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds, at 1010 cu. yds placed of a 1200 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 or Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group �+!•''xf.=. �.�'/..fir_+✓ Perry C. Kakara, SET, CME Department Manager I I its REPORT APPI IES ONLY TO THE STANDARDS OR PROCFDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TI IF QUALrn ES OF APPARF_N TLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.. THESE RFPORI S ARL= FOR iHl-. EXCLUSIVE USF: OI I IIF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIHnCE GEOTECHnICRL 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: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 12 of 12 Material: Concrete Location: Station 2+00 to 1+00, Sampled; Station 1+00 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (lbs) Break Type A 01/14/16 : 3 6.00 28 27 122,700 Type 3 B 01/18/16: 7 C 02/08/16:28 D 02/08/16:28 E 6.00 28 27 6.00 28.27 6.00 28.27 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 12 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,340 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: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24269 Curing Method: Standard Time Sampled: 4:36 pm rime Batched: 4:21 pm Temp.: Ambient: 48'F Mix: 66'F Unit Weight: 146.8 #/cu ft Quantity Represented: 10 cu. yds at 1110 cu. yds. placed of a 1200 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 Copp ell (CoppeII, I X)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 hits RIPORI APPLIES ONLY TO IHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF QUALM IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED (HESE REPORTS ARE FOR THE EXCLUSIVE USE OFTI IF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 4,340 Lab Lab Lab Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 12 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,340 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: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24269 Curing Method: Standard Time Sampled: 4:36 pm rime Batched: 4:21 pm Temp.: Ambient: 48'F Mix: 66'F Unit Weight: 146.8 #/cu ft Quantity Represented: 10 cu. yds at 1110 cu. yds. placed of a 1200 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 Copp ell (CoppeII, I X)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 hits RIPORI APPLIES ONLY TO IHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF QUALM IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED (HESE REPORTS ARE FOR THE EXCLUSIVE USE OFTI IF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION