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ST0502B- LR160112ALuAnce c,EOTechnicAL GROUP Acct ID: 1770 Report Date: 01/12/2016 Project: Freeport Parkway North Location: Paving Consulting Engineering * Geotechnical Engineering " Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200474 Test Method: See Below Report No: 200474 Page 1 of 8 Set:: 1 of 8 Material: Concrete Number of Specimens: 5 Location: Southbound main lane from Station 8+00 to 16+00, Sampled; Station 16+00 southbound main lane Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength (PSI) Strength Tested (PSI) By Comments Nbr (date : days) (in) (in') (lbs) Break Type Loc A 01/12/16: 3 6.00 28.27 94,960 Type 3 Lab 3,360 3,360 JR B 01/16/16:7 6.00 28.27 Lab C 01/16/16:7 6.00 28.27 Lab D 02/06/16:28 6.00 28.27 Lab E 02/06/16:28 6.00 28.27 Lab I 11-__F F1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 1.5 Inches Transported By: Tiseo Slump: 1-3 Air Content: 3-6 Air Content: 6.0% Source/Sampled At: Truck /Center Mix Code: 2605 M Plant: On -Site Date Received: 01/10/2016 Truck/Ticket No: N/A/ 24079 Curing Method: Standard Time Sampled: 8:24 am Time Batched: 8:16 am Temp.: Ambient: 43°F Mix: 60°F Unit Weight: 144.1 #/cu ft Quantity Represented: 10 cu. yds. at 20 cu, yds. placed of a 800 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was C1064 and C138. Compressive strength test) per ed aASTM C39nd tested n accordance with ASTM 1 143, Air Content was per ASTM 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 "fl"IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. l"HFSE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ' ^ RLLIAfICE GE0TKHf11CRL 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: 01/12/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 2 of 8 Material: Concrete Location: Station 15+78 south Freeport Parkway main lane Maximum Spec Nbr A B C D E Age Tested Diameter Area Load (date : days) (in) (int) (lbs) Break Type 01/12/16 : 3 6.00 28.27 124,220 Type 3 01/16/16:7 6.00 28.27 01/16/16:7 6.00 28.27 02/06/16:28 6.00 28.27 02/06/16:28 6.00 28.27 Lab Lab Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200474 Test Method: See Below Report No: 200474 Page 2 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,390 JR Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/10/2016 Truck/Ticket No: N/A/ 24088 Curing Method: Standard Time Sampled: Time Batched: 9:01 am Temp.: Ambient: 41°F Mix: 62°F Unit Weight: 150 1 #/cu ft Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 800 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 Oriq: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (11-cccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS RI=PORT 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 IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED Fill: SE REPORTS ARE FOR l HE EXCLUSIVE USE OF T HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 4,390 Lab Lab Lab Lab Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200474 Test Method: See Below Report No: 200474 Page 2 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,390 JR Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/10/2016 Truck/Ticket No: N/A/ 24088 Curing Method: Standard Time Sampled: Time Batched: 9:01 am Temp.: Ambient: 41°F Mix: 62°F Unit Weight: 150 1 #/cu ft Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 800 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 Oriq: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (11-cccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS RI=PORT 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 IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED Fill: SE REPORTS ARE FOR l HE EXCLUSIVE USE OF T HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ^ ALLlfit'ICE �uG GE0TECHf11CRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acot ID: 1770 File No: C15-0812 Report Date: 01/12/2016 Project: Freeport Parkway North Location: Paving Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Client: City of Coppell — REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200474 Test Method: See Below TEST RESULTS Set:: 3 of 8 Material: Concrete Location: Station 14+84 south Freeport Parkway main lane Maximum Spec Nbr A B C D E Age Tested Diameter Area Load (date : days) (in) (int) (lbs) Break Type 01/12/16 : 3 6.00 28.27 126,165 Type 3 01/16/16:7 6.00 28.27 01/16/16:7 6.00 28.27 02/06/16:28 6.00 28.27 02/06/16: 28 600 2827 Lab Type 1 .Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 Report No: 200474 Page 3 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,460 JR Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Air Content: 4.5% Mix Code: 2605 M Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/10/2016 Truck /Ticket No: N/A/ 24098 Curing Method: Standard Time Sampled: 9:46 am Time Batched: 9:33 am Temp.: Ambient: 41°F Mix: 62°F Unit Weight: 147.3 #/cu ft Quantity Represented: 10 cu. yds. at 210 cu, yds. placed of a 800 cu. yd, total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig City or Coppell (Coppell, TX) Atln. Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TI IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIME QUAL I FES OF APPARENTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFII. TI -11 -SE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED Cl IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 4,460 Lab Lab Lab Lab Report No: 200474 Page 3 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,460 JR Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Air Content: 4.5% Mix Code: 2605 M Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/10/2016 Truck /Ticket No: N/A/ 24098 Curing Method: Standard Time Sampled: 9:46 am Time Batched: 9:33 am Temp.: Ambient: 41°F Mix: 62°F Unit Weight: 147.3 #/cu ft Quantity Represented: 10 cu. yds. at 210 cu, yds. placed of a 800 cu. yd, total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig City or Coppell (Coppell, TX) Atln. Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TI IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIME QUAL I FES OF APPARENTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFII. TI -11 -SE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED Cl IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION nLUMNCE GEOTECHril CML 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: 01/09/2016 Report Date: 01/12/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200474 Test Method: See Below TEST RESULTS Set: 4 of 8 Material: Concrete Location: Station 14+00 south Freeport Parkway main lane Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/12/16 : 3 6.00 28.27 120,285 Type 3 B 01/16/16:7 6.00 28.27 C 01/16/16:7 6.00 28.27 D 02/06/16: 28 6.00 2827 E 02/06/16:28 6.00 28.27 f iI Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 Compressive Cure Strength Loc (PSI) Lab 4,250 Lab Lab Lab Lab Type 2 Type 3 Type 4 Report No: 200474 Page 4 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,250 JR 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: 01/10/2016 Truck/Ticket No: N/A/ 24110 Curing Method: Standard Time Sampled: 10:21 am Time Batched: 10:10 am Temp.: Ambient: 41'F Mix: 64°F Unit Weight: 147.7 #/cu ft Quantity Represented: 10 cu. yds. at 330 cu, yds. placed of a 800 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'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPOR] -APPI-IFS ONI Y 10 1 HE S rANDARDS OR PROCEDURES INDICAI ED AND 10HE SAMPLE(S) TES FED ANDfOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF f I-iF QUAI-Il"IES OF APPARENJ I Y IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. IIFSF RFPORI S ARE FOR l"HF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED W ITHOUT W RITTEN PERMISSION ALuAnce GEOTECHf11CRL GROUP Acct ID: 1770 Report Date: 01/12/2016 Project: Freeport Parkway North Location: Paving Consulting Engineering * Geotechnical Engineering'" Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Client: Date Received: 01/10/2016 Truck/Tl City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200474 Test Method: See Below TEST RESULTS Report No: 200474 Page 5 of 8 Set: 5 of 8 Material: Concrete Number of Specimens: 5 Location: Station 13+46 south Freeport Parkway main lane 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 01/12/16 : 3 6.00 28.27 127,435 Type 3 Lab 4,510 4,510 JR B 01/16/16:7 6.00 28.27 Lab C 01/16/16:7 6.00 28.27 Lab D 02/06/16:28 6.00 28.27 Lab E 02/06/16:28 6.00 28.27 Lab Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.5% Source/Sampled At: Truck /Center Mix Code: 2605 M Plant: On -Site k t N N/A / 24120 c e V. Curing Method: Standard Time Sampled: 10:46 am Time Batched: 10:38 am Temp.: Ambient: 41°F Mix: 62°F Unit Weight: 149.7 #/cu ft Quantity Represented: 10 cu. yds, at 430 cu, yds placed of a 800 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 l% Perry C, Kakara, SET, CME Department Manager TIIIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUAI-11IES OF APPARENTLY IDF_NTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI FD T HFSF_ REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CHENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLuAnce GEOTECHfIMCRL 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 Date Sampled: 01/09/2016 Report Date: 01/12/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter 28.27 Lab Order Number: 1770 Location: Paving Lab Client: City of Coppell Lab -- - REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB 2004 Test Method: Met Be See Below TEST RESULTS Report No: 200474 Page 6 of 8 Set:: 6 of 8 Material: Concrete Location: Station 12+50 south Freeport Parkway main lane Maximum Spec Nbr A B C D E Age Tested Diameter Area Load (date : days) (in) (int) (lbs) Break Type 01/12/16 : 3 6.00 28.27 122,180 Type 3 01/16/16:7 6.00 28.27 01/16/16:7 6.00 28.27 02/06/16:28 6.00 28.27 02/06/16:28 6.00 28.27 Lab Lab Lab Lab Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Air Content: 4.9% Mix Code: 2605 M Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/10/2016 Truck/Ticket No: N/A/ 24128 Curing Method: Standard Time Sampled: 11:38 am Time Batched: 11:26 am Temp.: Ambient: 41'F Mix: 64°F Unit Weight: 147 #/cu ft Quantity Represented: 10 cu. yds. at 510 cu. yds. placed of a 800 cu. yd. total placement Remarks: ted in rmarks, Test Method (As Applicable): Unless no C1064 and C138e Compress ve strength tencrete was st) per ed aASTM nd tC39ed n accordance with r 1 143 Air Content was perASTMC231 and cylinders were not capped per ASTM C617. Ong: 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 I I IIS REPORT APPLIES ONI Y TO 1 H STANDARDS OR PROCEDURES INDICATED ANI) T"O THE SAMI I T (Sl rESTIr•1) ANT)toH oRstRVEU AND ARE NOT NECESSARILY INDICATIVE OT - TI THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEuUTAFS, NOR DO "FI IEY REPRFSENTAN ONGOING QU.AI ITYASSURANCE PROGRAM UNLESS SO NOT FD- 1111-5E REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED C9-IEWF ANI)AIA- N:[}r TO TIE REPROI)UCIED wITT10UT WRITTEN PERMISSION Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 4,320 4,320 JR Lab Lab Lab Lab Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Air Content: 4.9% Mix Code: 2605 M Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/10/2016 Truck/Ticket No: N/A/ 24128 Curing Method: Standard Time Sampled: 11:38 am Time Batched: 11:26 am Temp.: Ambient: 41'F Mix: 64°F Unit Weight: 147 #/cu ft Quantity Represented: 10 cu. yds. at 510 cu. yds. placed of a 800 cu. yd. total placement Remarks: ted in rmarks, Test Method (As Applicable): Unless no C1064 and C138e Compress ve strength tencrete was st) per ed aASTM nd tC39ed n accordance with r 1 143 Air Content was perASTMC231 and cylinders were not capped per ASTM C617. Ong: 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 I I IIS REPORT APPLIES ONI Y TO 1 H STANDARDS OR PROCEDURES INDICATED ANI) T"O THE SAMI I T (Sl rESTIr•1) ANT)toH oRstRVEU AND ARE NOT NECESSARILY INDICATIVE OT - TI THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEuUTAFS, NOR DO "FI IEY REPRFSENTAN ONGOING QU.AI ITYASSURANCE PROGRAM UNLESS SO NOT FD- 1111-5E REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED C9-IEWF ANI)AIA- N:[}r TO TIE REPROI)UCIED wITT10UT WRITTEN PERMISSION RLLIAfICE {� G GEOTKHfIlCRL 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: 01/12/2016 Project: Freeport Parkway North Location: Paving Client: REPORT City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 7 of 8 Material: Concrete Location: Station 11+50 south Freeport Parkway main lane Maximum Spec Nbr A B C D E Age Tested Diameter Area Load (date : days) (in) (in') (Ibs) Break Type 01/12/16 : 3 6.00 28.27 107,555 Type 3 01/16/16:7 6.00 28.27 01/16/16:7 6.00 28.27 02/06/16:28 6.00 28.27 02/06/16:28 6.00 28.27 l iF.,_. Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200474 Test Method. See Below Report No: 200474 Page 7 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,800 JR Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Air Content: 4.0% Mix Code: 2605 M Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01 /10/2016 Truck/Ticket No: NIA / 24139 Curing Method: Standard Time Sampled: 12:15 pm Time Batched: 12:08 pm Temp.: Ambient: 41°F Mix: 64°F Unit Weight: 149,8 #/cu ft Quantity Represented: 10 cu. yds. at 620 cu. yds. placed of a 800 cu. yd. total placement Remarks: Test Method (As Applicable): Unless C1064 anoded in remarks, cncrete was samedC138, Compress ve strength tesptl peraASTM nd tC39ed n Air Content was per accordance with rAS M1 143, C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r , fr Perry C. Kakara, SET, CME Department Manager f HIS REPORTAPPLIES ONI.Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I iE. QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THEADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 3,800 Lab Lab Lab Lab Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200474 Test Method. See Below Report No: 200474 Page 7 of 8 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,800 JR Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Air Content: 4.0% Mix Code: 2605 M Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01 /10/2016 Truck/Ticket No: NIA / 24139 Curing Method: Standard Time Sampled: 12:15 pm Time Batched: 12:08 pm Temp.: Ambient: 41°F Mix: 64°F Unit Weight: 149,8 #/cu ft Quantity Represented: 10 cu. yds. at 620 cu. yds. placed of a 800 cu. yd. total placement Remarks: Test Method (As Applicable): Unless C1064 anoded in remarks, cncrete was samedC138, Compress ve strength tesptl peraASTM nd tC39ed n Air Content was per accordance with rAS M1 143, C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r , fr Perry C. Kakara, SET, CME Department Manager f HIS REPORTAPPLIES ONI.Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I iE. QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THEADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ' ALLiAnce �rG GEOTECHnICPIL � 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: 01/12/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 8 of 8 Material: Concrete Location: Station 11+00 south Freeport Parkway main lane Spec Nbr A B C D E Date Sampled: 01/09/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200474 Test Method: See Below Report No: 200474 Page 8 of 8 Number of Specimens: 5 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 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: 01/10/2016 Truck/Ticket No: N/A/ 24149 Curing Method: Standard Time Sampled: 12:55 pm Time Batched: 12:45 pm Temp : Ambient: 39°F Mix: 62°F Unit Weight: 148.6 #/Cu ft Quantity Represented: 10 cu yds. at 720 cu. yds. placed of a 800 cu. yd. total placement Remarks: Test Method (As Applicable): Unless C1064 and eC138, Compress ve strength tesptl d in remarks, cncrete was samed a per ASTM C39nd tested n Air Content was per ASTM accordance with ASTM 1 143, C231 and cylinders were not capped per ASTM C617. Oriq: City of Coppell (Coppell, TX) Attn: Mr. Flick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1HE QUAI_11-IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS Oli PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI-IESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments 01/12/16:3 6.00 28.27 114,895 Type 3 Lab 4,060 4,060 JR 01/16/16:7 6.00 28.27 Lab 01/16/16:7 6.00 28.27 Lab 02/06/16:28 6.00 28.27 Lab 02/06/16:28 6.00 28.27Lab 'I \,.tl �(,_,,,_F� Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 1-3 Air Content: 3-6 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: 01/10/2016 Truck/Ticket No: N/A/ 24149 Curing Method: Standard Time Sampled: 12:55 pm Time Batched: 12:45 pm Temp : Ambient: 39°F Mix: 62°F Unit Weight: 148.6 #/Cu ft Quantity Represented: 10 cu yds. at 720 cu. yds. placed of a 800 cu. yd. total placement Remarks: Test Method (As Applicable): Unless C1064 and eC138, Compress ve strength tesptl d in remarks, cncrete was samed a per ASTM C39nd tested n Air Content was per ASTM accordance with ASTM 1 143, C231 and cylinders were not capped per ASTM C617. Oriq: City of Coppell (Coppell, TX) Attn: Mr. Flick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1HE QUAI_11-IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS Oli PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI-IESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION