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ST0502B- LR160125GRLLIAnCE GGEOTECN{YICRL GiiOUP 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 1 of 18 Set: 1 of 18 Material: Concrete Number of Specimens: 5 Location: Station 29+50 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16 : 3 6.00 28.27 105,910 Type 3 Lab 3,750 3,750 JR B 01/22/16 :7 6.00 2827 114,938 Type 3 Lab 4,070 4,070 MM C 02/12/16 : 28 600 28.27 Lab D 01/17/16:2 6.00 28.27 Lab E 09/04/40:8,999 6.00 28.27 Lab fr..y_ 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: 7.0% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site /T' k t N N/A / 24279 Date Received: 01/16/2016 Truck Ic e o. Curing Method: Standard Time Sampled: 7:20 am Time Batched: 7:02 am Temp.: Ambient: 46°F Mix: 59°F Unit Weight: 140.6 #/cu ft Quantity Represented: 10 cu. yds at 20 cu. yds. placed of a 780 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 1 ITIS REPORT APPIJ I_S ONLY TO THF STANDARDS OR PROCEDURES INDICATED AND PO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE QUALITIES OF APPARFNFIY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DOT HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARF FOR THE FXCLUSIVE USE 01 1 HL ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLII9nCE GGEOTECHf11C19L 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 2of18 Set: 2 of 18 Material: Concrete Number of Specimens: 5 Location: Station 28+50 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength (PSI) Strength Tested (PSI) By Nbr (date : days) (in) (int) (lbs) Break Type Loc Comments A 01/18/16 : 3 6.00 28.27 107,765 Type 3 Lab 3,810 3,810 JR B 01122/16: 7 600 28.27 123,840 Type 3 Lab 4,380 4,380 MM C 02112/16:28 6.00 28.27 Lab D 02/12/16:28 6.00 28.27 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: 2-0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site T cklTicket No: N/A / 24291 Date Received: 01/16/2016 ru Curing Method: Standard Time Sampled: 8:05 am rime Batched: 7:44 am Ternp : Ambient: 46°F Mix: 62°F Unit Weight: 145.7 #/cu ft Quantity Represented: 6 cu. yds. at 132 cu yds placed of a 780 cu. yd. total placement Rernarks: Test Method (As Applicable): Unless nod in remarks, cncrete was C1064 annd C138. Compress ve strength test/ per ed aASTM nd tC39ed n Air Content was per ASTM accordance with ASTM C231 143, 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, GME Department Manager T IS RFPORT APPI IFS ONLY TO TIME STANDARDS OR PROCEDURES INDICATED AND ro THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I IiF QUAI.nIES OF APPAREN I'I_Y IDENTICAI OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USP_ OF I hIE ADDRESSED CLIENT AND ARV NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIFlfItE GGEOTECFit'11C19L GiiOUP 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 3 of 18 Location: Station 27+78.29 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 5.0% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 3 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,030 JR 4,920 MM HOLD (see remarks) - 1 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 TrucklTicket No: N/AI 24301 Curing Method: Standard Time Sampled: 8:30 am Time Batched: 8:11 am Temp : Ambient: 47°F Mix: 61°F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu. yds at 230 cu yds placed of a 780 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 of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager 1141S REPOR r APPLIES ONLY 10 VHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF QUAI_I I IES OF APPARENI"I_Y IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO No rED. 1 HESE REPOR TS ARE FOR IHE EXCLUSIVE USE OF INE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 01/18/16: 3 6.00 28.27 114,050 Type 3 Lab 4,030 01/22/16 :7 6.00 28.27 139,150 Type 3 Lab 4,920 02/12/16: 28 600 28.27 Lab 02/12/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 5.0% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 3 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,030 JR 4,920 MM HOLD (see remarks) - 1 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 TrucklTicket No: N/AI 24301 Curing Method: Standard Time Sampled: 8:30 am Time Batched: 8:11 am Temp : Ambient: 47°F Mix: 61°F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu. yds at 230 cu yds placed of a 780 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 of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager 1141S REPOR r APPLIES ONLY 10 VHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF QUAI_I I IES OF APPARENI"I_Y IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO No rED. 1 HESE REPOR TS ARE FOR IHE EXCLUSIVE USE OF INE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAnCE GGEOTECHf1109L 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 4 of 18 Set: 4 of 18 Material: Concrete Number of Specimens: 5 Location: Station 26+89 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/18/16 : 3 6.00 28.27 122,400 Type 3 Lab 4,330 4,330 JR B 01/22/16 :7 6.00 28.27 143,095 Type 3 Lab 5,060 5,060 MM C 02/12/16:28 6.00 28.27 Lab D 02/12/16: 28 6.00 28 27 Lab HOLD (see remarks) - E Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.1 % Source/Sampled At: Truck ! Center Mix Code: 2605M Plant: On -Site k t N ' N/A / 24311 Date Received: 01/16/2016 TrucklTlc e o. Curing Method: Standard Time Sampled: 8:55 am Time Batched: 8:36 am Temp.: Ambient: 49°F Mix: 61°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu. yds. at 330 cu. yds. placed of a 780 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 RFPORT APPI IFS ONLY TO TI -IF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF FI IL. QUALITIES OF APPARCN FI Y IDI..-NTICAI- OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR FHL EXCLUSIVE USE OF THE ADDRESSED CLIFNT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION fiLLInNCE +� GEOTECHNIC19L 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell _ REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TES TEST RESULTS Set: 5 of 18 Material: Concrete Location: Station 26+00 Spec Nbr A B C D E Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 T LAB NO: 201195 Test Method: See Below Report No: 201195 Page 5of18 ,1 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,500 JR 5.240 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.8% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A124322 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 9:07 am Temp.: Ambient: 49°F Mix: 62°F Unit Weight: 145.8 #/cu ft Quantity Represented: 10 cu yds at 440 cu. yds. placed of a 780 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 Copp ell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager T ITIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO rHE SAMPLE(S) TESTE=D AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE_ NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 01/18/16: 3 6.00 2827 127,150 Type 3 Lab 4,500 01/22/16: 7 6.00 28.27 148,100 Type 3 Lab 5,240 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab ,1 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,500 JR 5.240 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.8% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A124322 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 9:07 am Temp.: Ambient: 49°F Mix: 62°F Unit Weight: 145.8 #/cu ft Quantity Represented: 10 cu yds at 440 cu. yds. placed of a 780 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 Copp ell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager T ITIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO rHE SAMPLE(S) TESTE=D AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE_ NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAfICE GGEOTECHfIICRL 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Set: 6 of 18 Location: Station 25+50 Spec Nbr A B C D E Test Method: See Below TEST RESULTS Report No: 201195 Page 6 of 18 Material: Concrete Number of Specimens: 5 N/A Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (in Z) (lbs) Break Type Loc (PSI) (PSI) By Comments 01/18/16: 3 600 28.27 139,175 Type 3 Lab 4,920 4,920 JR 01/22/16: 7 6.00 28.27 158,705 Type 3 Lab 5,610 5,610 MM 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 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: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 3.9% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site 124329 Date Received: 01/16/2016 Truck/Ticket No. Curing Method: Standard Tifne Sampled: 9:45 am Time Batched: 9:24 am Temp.: Ambient: 51°F Mix: 63°F Unit Weight: 147.9 #/cu ft Quantity Represented: 10 cu. yds. at 510 cu. yds. placed of a 780 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-cccopy) Respectfully Submitted, Alliance Geotechnical Group r ,Al - Perry a C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE. STANDARDS OR PROCEDURES INDICATED AND 1-0 THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE. QUAL.1 TIES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR IHL EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAfICE GGEOTECHnICRL 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 7 of 18 Location: Station 24+98.11 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (Ibs) Break Type Loc (PSI) 112,095 Type 3 Lab 3,960 154,995 Type 3 Lab 5,480 Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 7 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,960 JR 5,480 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24340 Curing Method: Standard Time Sampled. 10:30 am "rime Batched: 9:55 am Temp.: Ambient: 50°F Mix: 63°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu yds. at 620 cu. yds. placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617 Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r Perry C. Kakara, SEEET, CMEDepartment Manager THIS RF_PORT APPT IES ONLY TO I OF STANDARDS OR PROCEDURES INDICATED AND TO 'I HE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TILE QUALII IES OF APPARENTLY IDEN1ICAl_ OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR IFIE EXCLUSIVE USE OF I HE ADDRESSED CLIEN I AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. r)uiAnce GGEOTECN(YICRL 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell (Ibs) Break Type REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 135,575 Type 3 Test Method: See Below 6.00 TEST RESULTS Report No: 201195 Lab 02/12/16:28 Page 8of18 28"27 Set: 8 of 18 Location: Station 24+00 Spec Nbr A B C D E Material: Concrete f 11 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date : days) (in) (int) (Ibs) Break Type Loc 01/18/16: 3 6.00 28 27 135,575 Type 3 Lab 01/22/16 :7 6.00 28.27 152,975 Type 3 Lab 02/12/16:28 6.00 28"27 Lab 02/12/16: 28 6.00 2827 Lab f 11 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,790 4,790 JR 5,410 5,410 MM HOLD (see remarks) - E Type 2 Type 3 Type 14 Type 5 Type 6 Slump: 1 0 Inches Transported By: Tiseo Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck /Ticket No: NIA/ 24350 Curing Method: Standard Time Sampled: 11:20 am Time Batched: 10:53 am Temp.: Ambient: 52°F Mix: 66°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 720 cu. yds placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): C1064 noted C138. sampled Compress ve st ength testper ASTMC39ed . accordance with ASTM 1 143, Air Content was per ASTM and an cylinders were not capped per ASTM C617. Orig: City of Cop poll (Cop pelI, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1I1IS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATL=DANO IO tHIE SAMPI-EfSj TFiSTEDANDPDR t]BSERVEO AND ARE NOT NECESSARILY INDICATIVE OF 111E QUALITIES OF APPARENTLY IDENTICAI. OR SIMII AR PRODUCTS OR PROCi f)UHI-S. NOR DO THf,y REPRE5LN_I AN ONGOING QUALITYASSURANCE PROGRAM UNLESS SO NO1FD. THESE REPORTS ARE FOR THE I-XCLUSIVF USF OF l""FIE ADDRESSED f.I IL-NN'I ANI)ARC NOT TD iV REPRODUCED WITHQUT WRITTEN PERMISSION. RLLIfifICE GGEOTECF1fiIC19L 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 Report Date: 01/25/2016 Previously Reported: 01/20/2016 Project. Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 9 of 18 Location: Station 23+35 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28.27 B 01/22/16: 7 600 28.27 C 02/12/16:28 6.00 28-27 D 02/12/16:28 6.00 28.27 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (Ibs) Break Type Loc (PSI) 127,585 Type 3 Lab 4,510 160,575 Type 3 Lab 5,680 Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Slump: 1.5 Inches Air Content: 3.9% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method- See Below Report No: 201195 Page 9 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,510 JR 5,680 MM HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01116/2016 TrucklTicket No: NIA / 24361 Curing Method: Standard Time Sampled: 11:55 am Time Batched: 11:44 am Temp.: Ambient: 53'F Mix: 65'F Unit Weight: 147.3 #/cu ft Quantity Represented: 10 cu yds at 830 cu. yds. placed of a 1780 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 of Coppell (Coppell, TX) Atln Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager l HIS REPORT APPI IPS ONLY l0 THE STANDARDS OR PROCEDURES INDICATED AND roll -IE SAM PLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF l HF QUALITIES OF APPARF.NTI-Y IOFNTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT "ED. THESE REPORTS ARE FOR l"HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOTTO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAnCE GGEOTECHnfCRL 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 10 of 18 Material: Concrete Location: Station 22+58.39 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Slump: 1.5 Inches Air Content: 4 5% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 10 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,750 JR 5.160 MM Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIAI 24370 Curing Method: Standard Time Sampled: 12:25 pm Time Batched: 12:08 pm Temp.: Ambient: 60°F Mix: 67°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu. yds. at 920 cu. yds, placed of a 1780 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 HIS REPORT" APPI IES ONLY TO 1"I -IL- STANDARDS OR PROCEDURES INDICATED AND rO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF IT IC QUAI.rn LS OP APPARENTLY IDFNTICAI OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS So NO TFD. THESE RLPORTS ARE: FOR T111 FXCLUSIVI= USE 01 1TIE ADDRLSSED CLILN3 AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 01/18/16: 3 6.00 2827 134,315 Type 3 Lab 4,750 01/22/16: 7 6.00 28.27 145,925 Type 3 Lab 5,160 02/12/16: 28 600 2827 Lab 02/12/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Slump: 1.5 Inches Air Content: 4 5% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 10 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,750 JR 5.160 MM Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIAI 24370 Curing Method: Standard Time Sampled: 12:25 pm Time Batched: 12:08 pm Temp.: Ambient: 60°F Mix: 67°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu. yds. at 920 cu. yds, placed of a 1780 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 HIS REPORT" APPI IES ONLY TO 1"I -IL- STANDARDS OR PROCEDURES INDICATED AND rO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF IT IC QUAI.rn LS OP APPARENTLY IDFNTICAI OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS So NO TFD. THESE RLPORTS ARE: FOR T111 FXCLUSIVI= USE 01 1TIE ADDRLSSED CLILN3 AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION � NLLIRi'ICE (� G 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 11 of 18 Location: Station 22+60 Spec Age Tested Diameter Area Nbr (date : days) (in) (int) A 01/18/16:3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16: 28 6.00 2827 E TEST RESULTS Material: Concrete Maximum Compressive Load Cure Strength (Ibs) Break Type Loc (PSI) 124,655 Type 3 Lab 4,410 145,820 Type 3 Lab 5,160 Lab Lab f. 1 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: 4.2% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 11 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,410 JR 5,160 MM HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 TrucklTicketNo: N/A124381 Curing Method: Standard Time Sampled: 12:45 pm rime Batched: 12:37 pm Temp,: Ambient: 61°F Mix: 66°F Unit Weight: 145.4 #/cu ft Quantity Represented: 10 cu, yds at 1030 cu, yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted C138. Compressive strength testi pered testednd n accordance with ASTM 1 143, ASTMASTM Air Content was per TMC231 and C1064 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 F r ' Perry C. Kakara, SET, CME Department Manager 'I HIS REPORTAPPLIES ONLYTO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I IiL QUALITIES OF APPARENTLY IDENI ICAL.OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO I HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTLD. I HESI: REPORTS ARF FOR I I IF EXCLUSIVE USE Or THE ADDRESSED CULNI AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION A HLLIf1IYCE oG GEOTECHf11CRL GROU Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 12 of 18 Set: 12 of 18 Material: Concrete Number of Specimens: 5 Location: Station 21+00 Spec Nbr A 8 C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 TrucklTicket No: N/A124391 Curing Method: Standard Time Sampled: 1:15 pm Time Batched: 1:02 pm Temp.: Ambient: 61°F Mix: 67°F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu yds at 1130 cu yds. placed of a 1780 cu. yd. total placement Rernarks: 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 REPORT APPLIES ONLY THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE. QUALITIES OF APPARENTLY IDENTICAL. OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTFD. THESE_ REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRE=SSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Age Tested Diameter Area Load Cure Strength (PSI) Strength (PSI) Tested By (date : days) (in) (W) (lbs) Break Type Loc Comments 01118/16: 3 6.00 28.27 132,260 Type 3 Lab 4,680 4,680 JR 01/22/16: 7 6.00 28.27 139,140 Type 3 Lab 4,920 4,920 MM 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab HOLD (see remarks) - Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 TrucklTicket No: N/A124391 Curing Method: Standard Time Sampled: 1:15 pm Time Batched: 1:02 pm Temp.: Ambient: 61°F Mix: 67°F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu yds at 1130 cu yds. placed of a 1780 cu. yd. total placement Rernarks: 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 REPORT APPLIES ONLY THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE. QUALITIES OF APPARENTLY IDENTICAL. OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTFD. THESE_ REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRE=SSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLIfifICE 6E0TECNPIICRL GiiOUP 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 13 of 18 Material: Concrete Location: Station 20+50 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 4.2% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 13 of 18 Number of Specimens: 5 Average Strength Maximum (PSI) Compressive Age Tested Diameter Area Load Cure Strength (PSI) (date : days) (in) (int) (lbs) Break Type Loc 01/18/16: 3 6.00 28.27 134,405 Type 3 Lab 4,750 01/22/16: 7 6.00 28.27 142,770 Type 3 Lab 5,050 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab I r It II. I [JI , L. I � II 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: 4.2% Mix Code: 2605M Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 13 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,750 JR 5,050 MM HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/AI 24400 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:28 pm Temp.: Ambient: 61°F Mix: 67°F Unit Weight: 146.8 #/cu ft Quantity Represented: 10 cu. yds. at 1220 cu. yds. placed of a 1780 cu yd. total placement Remarks: Test Method (As Applicable): Unless noted C138. sampled Compress ve st ength testpe ASTMC39ed . accordance with T 1 143, Air Content was perA.STMC231 and C1064 and cylinders were not capped per ASTM C617. oriq: City or Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -CC copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 I -IIS RF FOR F APPI. IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111E QUALrTIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR ]HE EXCLUSIVE USE 0f= THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHfICE 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 14 of 18 Material: Concrete Location: Station 19+50 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 14 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,700 JR 4,830 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 7.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A 124412 Curing Method: Standard Time Sampled: 2:15 pm 'Time Batched: 2:05 pm Temp.: Ambient: 62°F Mix: 68°F Unit Weight: 146.2 #/cu ft Quantity Represented: 10 cu, yds. at 1340 cu, yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): C1064 and C138. Compressive strength test l per ASTM ed and tC39ed n Air Cont nt was paccordance with er STMTM 1 143, Unless noted in remarks, concrete was C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111L QUALI I IES OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (PSI) (date : days) (in) (int) (I b,) Break Type Loc 01/18/16 3 6.00 28.27 132,750 Type 3 Lab 4,700 01/22/16: 7 6.00 28.27 136,580 Type 3 Lab 4,830 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 14 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,700 JR 4,830 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 7.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A 124412 Curing Method: Standard Time Sampled: 2:15 pm 'Time Batched: 2:05 pm Temp.: Ambient: 62°F Mix: 68°F Unit Weight: 146.2 #/cu ft Quantity Represented: 10 cu, yds. at 1340 cu, yds. placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): C1064 and C138. Compressive strength test l per ASTM ed and tC39ed n Air Cont nt was paccordance with er STMTM 1 143, Unless noted in remarks, concrete was C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111L QUALI I IES OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIRf10E �rG GEOTECHnICRL � 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 15 of 18 Set: 15 of 18 Location: Station 18+95 Spec Nbr A B C D E Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) By Comments Age Tested Diameter Area Load Cure (date 'days) (in) (int) (lbs) Break Type Loc 01/18/16: 3 6.00 28.27 130,360 Type 3 Lab 01/22/16: 7 6.00 28.27 141,510 Type 3 Lab 02/12/16:28 6.00 28.27 Lab 02/12/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,610 4,610 JR 5,000 5,000 MM Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A124421 Curing Method: Standard Time Sampled: 2:40 pm Time Batched: 2:27 pm Ternp.: Ambient: 63°F Mix: 68°F Unit Weight: 146.1 #/cu ft Quantity Represented: 10 cu, yds. at 1430 cu. yds placed of a 1780 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, 1X) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I ITIS REPOR I APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND io THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T IIF QUALITIES Of APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTFD. THESE REPORTS AIRE I -OR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION InLLIIIIhCE GEOTECHNICAL CiNou ' 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: 01/15/2016 Report Date: 01/25/2016 Previously Reported: 01/20/2016 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: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 16 of 18 Set: 16 of 18 Location: Station 17+50 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16 3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Material: Concrete Maximum Compressive Load Cure Strength (Ibs) Break Type Loc (PSI) 119,160 Type 3 Lab 4,210 129,535 Type 3 Lab 4,580 Lab Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Ili Type 2 Type 3 Type 4 Type 5 Slump: 1 5 Inches Air Content: 4.4% Mix Code: 2605M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,210 JR 4,580 MM HOLD (see remarks) - I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/AI 24430 Curing Method: Standard I ime Sampled: 3:05 pm 'Time Batched: 2:49 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 146.5 #/cu ft Quantity Represented: 10 cu. yds. at 1520 cu. yds. placed of a 1780 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. Ong City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geootechtnnii'cal Group Perry C. Kakara, SET, CME Department Manager I HIS REPORTAPPLIFS ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND VO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 HE QUALrrIES OF APPARF.. N rl Y II)ENI ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARF FOR THF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIHnCE GEOTECHhICRL 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 17 of 18 Set: 17 of 18 0 Material: Concrete Standard Location: Station 17+00 3:35 pm Time Batched: 3:18 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu. yds. at 1640 cu. yds. placed of a 1780 cu. yd. total placement Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength (PSI) Nbr (date : days) (in) (in') (lbs) Break Type Loc A 01/18/16: 3 600 28.27 123,880 Type 3 Lab 4,380 B 01/22/16: 7 6.00 28.27 139,730 Type 3 Lab 4,940 C 02/12/16:28 6.00 28.27 Lab D 02/12/16: 28 600 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: 1.5 Inches Air Content: 3-6 Air Content: 4.5% Mix Code: 2605M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,380 JR 4,940 MM HOLD (see remarks) - I I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site 1/16/2016 Truck/Ticket No: N/A/ 24442 Date Received. 0 Curing Method: Standard Time Sampled: 3:35 pm Time Batched: 3:18 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu. yds. at 1640 cu. yds. placed of a 1780 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- 0 rig: 617. 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 HIS RE.PORI APPLIFS ONLY TO THE SIANDARDS OR PROCEDURES INDICAT ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALI TII-S OF APPARFNTI_Y IDI=.NI ICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE RFPORTS ARE FORT HE F XCI_USIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALuAnce GGEOTECNf11CHL 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: 01/25/2016 Previously Reported: 01/20/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell .... REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 18 of 18 Location: Station 16+50 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method 201195 See Below Report No: 201195 Page 18 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,900 JR 5,400 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIA/ 24450 Curing Method: Standard Time Sampled: 3:50 pm Time Batched: 3:37 pm Temp.: Ambient: 63°F Mix: 66°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds at 1720 cu. yds. placed of a 1780 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 ITIS RLPORT APPLIES ONLY TO THE 5 rANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF QUALIFIES OF APPARI-N FLY IDENTICAL OR SIMK AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED 1 HESE REPOR FS ARE FOR THE LXCLUSIVE USE OI THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (in') (Ibs) Break Type Loc (PSI) 01/18/16: 3 6.00 28.27 138,520 Type 3 Lab 4,900 01/22/16: 7 600 28.27 152,670 Type 3 Lab 5,400 02/12/16:28 6.00 28.27 Lab 02/12/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method 201195 See Below Report No: 201195 Page 18 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,900 JR 5,400 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIA/ 24450 Curing Method: Standard Time Sampled: 3:50 pm Time Batched: 3:37 pm Temp.: Ambient: 63°F Mix: 66°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds at 1720 cu. yds. placed of a 1780 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 ITIS RLPORT APPLIES ONLY TO THE 5 rANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IF QUALIFIES OF APPARI-N FLY IDENTICAL OR SIMK AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED 1 HESE REPOR FS ARE FOR THE LXCLUSIVE USE OI THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLIAfYCE GEOTECHfIICPIL CROUP 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client. Cily of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 1 of 17 Location: Station 15+20 Spec Nbr A B C D E TEST RESULTS Material: Concrete Tyre 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content. 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 1 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,170 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A I24660 Curing Method: Standard Time Sampled: 7:40 am 'T'ime Batched: 7:09 am Temp.: Ambient: 40°F Mix: 66°F Unit Weight: 148.4 #/Cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless nod in remarks, concrewas C1064 and C138. Compressive st ength test) peraASTM nd tC39ed n Air Content was per Aaccordance with ASTSTM1143, C231 and cylinders were not capped per ASTM C617. Orifi: City of Coppell (Cop pell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY 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 REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (PSI) (date : days) (in) (int) (Ibs) Break Type Loc 01/22116 :3 6.00 28.27 117,870 Type 3 Lab 4,170 01126/16:7 6.00 28.27 Lab 02116/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Tyre 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content. 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 1 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,170 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A I24660 Curing Method: Standard Time Sampled: 7:40 am 'T'ime Batched: 7:09 am Temp.: Ambient: 40°F Mix: 66°F Unit Weight: 148.4 #/Cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless nod in remarks, concrewas C1064 and C138. Compressive st ength test) peraASTM nd tC39ed n Air Content was per Aaccordance with ASTSTM1143, C231 and cylinders were not capped per ASTM C617. Orifi: City of Coppell (Cop pell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY 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 REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIHfICE GEOTECNfIICPIL GROUP Consulting Engineering * Geotechnical Engineering " Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/19/2016 Report Date: 01/25/2016 Sampled By: Burgdorf, Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 Client, _ City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Test Method: See Below TEST RESULTS Report No: 201197 Page 2 of 17 Set: 2 of 17 Location: Station 14+00 Spec Nbr A B C D E Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (in') (lbs) Break Type Loc 01/22/16 : 3 600 28.27 96,155 Type 3 Lab 01/26/16:7 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,400 3,400 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3.0 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24474 Curing Method: Standard Time Sampled: 9:10 am 'rime Batched: 8:08 am Temp.: Ambient: 50°F Mix: 59°F Unit Weight: 147 6 #/cu ft Quantity Represented: 10 cu yds. at 130 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): C1064 oded in remarks, concrete was sampled C138. Compress ve st ength testperaASTMnd tC39ed n Air Content was paccordance with er 1 143, Unless ASTM C231 and an cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, l X) Attm Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I I IIS RFPORJ APPLIES ONLY FO 1HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TFSi LI) AND+OrY C)aSIEHVEI) ANO ARE NOT NECESSARILY INDICATIVE Or II IF O'JALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCT'S OR PROCEDURES, NOR DO THEY REPRESENT AN ONG[NNG GUAL.I I YASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FORT[ IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HF RVp RODUCEL) WITHOUT WRITTEN PERMISSION. RLLIFlfICE GGEOTECNf11CRL Wour Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/19/2016 Report Date: 01/25/2016 Sampled By: Burgdorf, Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Test Method: See Below TEST RESULTS Report No: 201197 Page 3of17 Set: 3 of 17 Material: Concrete Number of Specimens: 5 Location: Station 13+00 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength (PSI) Strength Tested (PSI) By Nbr (date : days) (in) (in`) (Ibs) Break Type Loc Comments A 01/22/16: 3 600 28.27 107,370 Type 3 Lab 3,800 3,800 MM B 01/26/16:7 6.00 28.27 Lab C 02/16/16:28 6.00 28.27 Lab D 02/16/16:28 6.00 28.27 Lab HOLD (see remarks) - E .� Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 3.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.0% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Tru ck/Ticket No: N/A / 24482 Date Received: 01/20/2016 Curing Method: Standard Time Sampled: 8:40 am Time Batched: 8:18 am Temp.: Ambient: 50°F Mix: 51°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 250 cu. yds placed of a 1400 cu. yd. total placement Remarks: 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 (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager TI IS 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 I IIF OUALI'rIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE RFPORTS ARE FOR THE. EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLiAnce GEOTEChifllCflL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 17 Location: Station 12+00 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 2.5 Inches Air Content: 4.2% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 4 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,260 MM HOLD (see remarks) - I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A/ 24496 Curing Method: Standard Time Sampled: 9:50 am Time Batched: 9:05 am Temp : Ambient: 55°F Mix: 50°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu yds. at 370 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group J Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFD, THESE_ REPORTS ARE FOR THE I: XCLUSIVE. USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (lbs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 120,440 Type 3 Lab 4,260 01/26116: 7 600 28.27 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 2.5 Inches Air Content: 4.2% Mix Code: 2605M Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 4 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,260 MM HOLD (see remarks) - I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/A/ 24496 Curing Method: Standard Time Sampled: 9:50 am Time Batched: 9:05 am Temp : Ambient: 55°F Mix: 50°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu yds. at 370 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group J Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFD, THESE_ REPORTS ARE FOR THE I: XCLUSIVE. USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIRnCE GEOTECNf11CRL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 5 of 17 Location: Station 11+10 Spec Nbr A B C D E Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below TEST RESULTS Report No: 201197 Page 5of17 Material: Concrete 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: 4.3% Mix Code: 2605M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4.280 MM HOLD (see remarks) - F] Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: NIA/ 24510 Curing Method: Standard Time Sampled: 10:15 am Time Batched: 9:42 am Temp.: Ambient: 51'F Mix: 50°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu yds. at 510 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) 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 INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF *11 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 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') (Ibs) Break Type Loc (PSI) 01/22/16: 3 6.00 28 27 120,890 Type 3 Lab 4,280 01/26/16:7 6.00 28.27 Lab 02/16/16: 28 600 2827 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 4.3% Mix Code: 2605M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4.280 MM HOLD (see remarks) - F] Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: NIA/ 24510 Curing Method: Standard Time Sampled: 10:15 am Time Batched: 9:42 am Temp.: Ambient: 51'F Mix: 50°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu yds. at 510 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) 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 INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF *11 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 THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIHnCE {� G GEOTECFinICRL ----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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 6 of 17 Material: Concrete Location: Station 11+00 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 6 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (W) (lbs) Break Type Loc 01/22/16: 3 6.00 28.27 110,780 Type 3 Lab 01/26/16: 7 600 2827 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 6 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,920 3,920 MM Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.0 Inches Air Content: 4.4% Mix Code: 2605M HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/2012016 Truck/Ticket No: NIA/ 24520 Curing Method: Standard lime Sampled: 11:10 am -rime Batched: 10:16 am Temp.: Ambient: 52°F Mix: 50°F Unit Weight: 148 2 #/cu ft Quantity Represented: 10 cu yds. at 610 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r Perry C. Kakara, SET, CME Department Manager "i HIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I Fit- QUALI IIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARF FOR THE EXCLUSIVE USE Or THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION n RLLIRfICE GEOTECHfIICRL 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 Report Date: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 7 of 17 Location: Station 10+00 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 7 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,980 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3.0 Inches Transported By: Tiseo Air Content: 4 5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/AI 24527 Curing Method: Standard Time Sampled: 11:20 am Time Batched: 10:34 am Temp.: Ambient: 53°F Mix: 51°F Unit Weight: 147.9 #/cu ft Quantity Represented: 10 cu. yds. at 680 cu yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was C1064 and C138. Compressive strength test) per ed aASTM nd tC39ed n Air Content was paccordance with er TM 1 143, 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 1IIIS REPORT APPLIES ONI Y TO INP STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1111 QUALITIES OF APPARGN rLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOiGD. THESE REPORT'S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (PSI) (date : days) (in) (int) (Ibs) Break Type Loc 01/22/16: 3 6.00 28.27 140,860 Type 3 Lab 4,980 01/26/16:7 6.00 28.27 Lab 02/16/16: 28 6.00 28 27 Lab 02/16/16: 28 6.00 28 27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 7 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,980 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3.0 Inches Transported By: Tiseo Air Content: 4 5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: N/AI 24527 Curing Method: Standard Time Sampled: 11:20 am Time Batched: 10:34 am Temp.: Ambient: 53°F Mix: 51°F Unit Weight: 147.9 #/cu ft Quantity Represented: 10 cu. yds. at 680 cu yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was C1064 and C138. Compressive strength test) per ed aASTM nd tC39ed n Air Content was paccordance with er TM 1 143, 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 1IIIS REPORT APPLIES ONI Y TO INP STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1111 QUALITIES OF APPARGN rLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOiGD. THESE REPORT'S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAntE GGEOTECFifYICRL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: REPORT_ City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 8 of 17 Location: Station 9+00 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 8 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date: days) (in) (int) (lbs) Break Type Loc 01/22/16: 3 6.00 28.27 118,595 Type 3 Lab 01/26/16:7 6.00 28.27 Lab 02/16/16: 28 600 28.27 Lab 02/16/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 8 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,190 4,190 MM HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24544 Curing Method: Standard Time Sampled: 12:06 pm Time Batched: 11:24 am Temp : Ambient: 58°F Mix: 54°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds. at 850 cu, yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r fff Perry C. Kakara, SET, CME Department Manager THIS RFPORI APPLILS ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I IE QJAI I [IFS OF APPARENT[ Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TLD. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED Cl IFNI AND ARE NO TO BE REPRODUCED WITHOUT W RIITEN PERMISSION J, ALLiAnce GEOTECFinICfiL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 9 of 17 Material: Concrete Location: Station 8+00 Spec Nbr A B C D E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 9 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (in 2) (Ibs) Break Type Loc 01/22/16 : 3 6.00 28.27 114,675 Type 3 Lab 01/26/16:7 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16 : 28 600 28-27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 9 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,060 4,060 MM I' Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Slump: 2.75 Inches Transported By: Tiseo Air Content: 4.9% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: NIA! 24553 Curing Method: Standard Time Sampled: 12:30 pm Time Batched: 11:46 am Temp.: Ambient: 55°F Mix: 50°F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 940 cu, yds. placed of a 1400 cu yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138, Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong: City of Coppell (Coppell, i X) Attn. Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SE/T, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TI i6 QUALrrIES OF APPARGN FLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TIED rHIESE REPORT'S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHfICE GGEOTKNfiICRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Pax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 10 of 17 Material: Concrete Location: Station 7+00 Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (Ibs) Break Type Loc A 01/22/16: 3 6.00 28.27 130,355 Type 3 Lab B 01/26/16: 7 6.00 2827 Lab C 02/16/16:28 6.00 28.27 Lab D 02/16/16:28 6.00 28.27 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Compressive Strength (PSI) 4,610 Ij� �tt IjjVI � IIIA Type 3 Type 4 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 10 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,610 MM Type 5 Type 6 HOLD (see remarks) - Slump: 2.0 Inches Transported By: Tiseo Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket III NIA / 24561 Curing Method: Standard Time Sampled: 1:00 pm Time Batched: 12:06 pm Temp.: Ambient: 56°F Mix: 56°F Unit Weight: 148.6 #/cu ft Quantity Represented: 10 cu yds. at 1020 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in 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 CoppelI (CoppelI,'FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager I iIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I iE" OUALIT IES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPOR rS ARE FOR 1 HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. if1LLIHfiCE GEOTECHHICnL clHour 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: 01/25/2016 Project: Freeport Parkway North Location. Paving Freeport Parkway north Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 11 of 17 Location: Station 6+00 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 11 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date 'days) (in) (int) (lbs) Break Type Loc 01/22/16: 3 6.00 2827 127,855 Type 3 Lab 01/26/16:7 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16: 28 6.00 2827 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 11 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,520 4,520 MM Iti i I Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 3.2% Mix Code: 2605M HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24571 Curing Method: Standard Time Sampled: 1:30 pm Time Batched: 12:41 pm Ternp.: Ambient: 55°F Mix: 52°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds. at 1110 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless 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) AtIm Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group I Perry C. Kakara, SET, CME Department Manager THIS REPORT ADPL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF IHF. QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION OLLIM10E GEOT'ECHNICML 0hour Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 12 of 17 Location: Station 5+20 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 12 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,410 MM HOLD (see remarks) - ii I `I r 1" Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: NIA/ 24587 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:30 pm Temp.: Ambient: 55°F Mix: 54°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds at 1270 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617 Orig: City of Coppell (Coppell. TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IiIS REPOR T APPI IFS ONI Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF rHF QUALIT IFS OF APPARLN rl_Y IDE=NTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENI'AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED. rHESr_ REPOR I S ARE FOR THE EXCLUSIVE USE OF THF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 01/22/16: 3 6.00 28.27 124,755 Type 3 Lab 4,410 01126/16: 7 600 28.27 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 12 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,410 MM HOLD (see remarks) - ii I `I r 1" Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 TrucklTicket No: NIA/ 24587 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:30 pm Temp.: Ambient: 55°F Mix: 54°F Unit Weight: 148.1 #/cu ft Quantity Represented: 10 cu. yds at 1270 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617 Orig: City of Coppell (Coppell. TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IiIS REPOR T APPI IFS ONI Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF rHF QUALIT IFS OF APPARLN rl_Y IDE=NTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENI'AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED. rHESr_ REPOR I S ARE FOR THE EXCLUSIVE USE OF THF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLIHfItE GGEOTECNPIICRL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north _Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 13 of 17 Material: Concrete Location: Station 4+10 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 13 of 17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments A 01/22/16: 3 6.00 28.27 124,250 Type 3 Lab 4,390 4,390 MM B 01/26/16:7 6.00 28.27 Lab C 02/16/16:28 6.00 28.27 Lab D 02/16/16:28 6.00 28.27 Lab HOLD (see remarks) - E Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 2.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.3% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A / 25391 Curing Method: Standard Time Sampled: 2:00 pm Time Batched: 1:44 pm Temp.: Ambient: 55°F Mix: 55°F Unit Weight: 148.6 #/cu ft Quantity Represented: 10 cu. yds. at 1350 cu. yds. placed of a 1400 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group le, Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPIJ ES ONLY TO IHE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARL-NTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLiAnce �GG GEOTECNf11C19L GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/19/2016 Report Date: 01/25/2016 Sampled By: Burgdorf, Bradley Project: Freeport Parkway North By Order Of: Walter Location: Paving Freeport Parkway north Order Number: 1770 Client: Citv of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Test Method. See Below TEST RESULTS Report No: 201197 Page 14 of 17 Set: 14 of 17 Material: Concrete Number of Specimens: 5 Location: Station 3+00 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 01/22/16 : 3 6.00 28.27 112,860 Type 3 Lab 3,990 3,990 MM B 01/26/16 :7 6.00 2827 Lab C 02/16/16:28 6.00 28.27 Lab D 02/16/16:28 6.00 28.27 Lab E 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: 2.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24607 Curing Method: Standard Time Sampled: 2:20 pm Time Batched: 2:15 pm Temp : Ambient: Mix: 56°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 1400 cu. yds. placed of a 1470 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1IiIS REPORT APPLIES ONLY TO LIFE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 HE QUALITIES OF APPARENTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE. EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. A -J nLLinrlCE 4p� GEOTECHNCIfIL (3hQur 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 15 of 17 Location: Station 2+00 Spec Nbr A B C D E TEST RESULTS Material: Concrete Date Sampled: 01/19/2016 Sampled By: Burgdori, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 15 of 17 Number of Specimens: 5 k t Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) By Comments 01/22/16: 3 6.00 28-27 112,910 Type 3 Lab 3,990 3,990 MM 01/26/16:7 6.00 28.27 Lab 02/16/16: 28 6.00 2827 Lab 02/16/16:28 6.00 28.27 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: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.1 % Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site N NIA 124614 Date Received: 01/20/2016 TrucklTic e o. Curing Method: Standard Time Sampled: 3:00 pm Time Batched: 2:32 pm Temp.: Ambient: 57°F Mix: 56°F Unit Weight: 147.8 #/cu ft Quantity Represented: 10 cu. yds. at 1540 cu. yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) At(n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IVIS REPORT APPI IFS ONIY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I IIF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT FD I HESE REPORTS ARE FOR THC EXCLUSIVE USE OF 1 HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIFlnCE GEOTECHPIICRL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: REPORT: Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197 Set: 16 of 17 Location: Station 1+00 Spec Nbr A B C D E Test Method: See Below TEST RESULTS Report No: 201197 Page 16 of 17 Material: Concrete Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (in Z) (Ibs) Break Type Loc 01/22/16: 3 6.00 28 27 81,280 Type 3 Lab 01/26/16:7 6.00 28.27 Lab 02/16/16 : 28 600 28.27 Lab 02/16/16: 28 600 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 2,870 2,870 MM Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 5.1 % Mix Code: 2605M HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/20/2016 Truck/Ticket 111 NIA/ 24622 Curing Method: Standard Time Sampled: 3:20 pm Time Batched: 2:53 pm Temp : Ambient: 57°F Mix: 57°F Unit Weight: 147.5 #/cu ft Quantity Represented: 10 cu, yds. at 1620 cu. yds. placed Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, "rX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group f Perry C. Kakara, SET, CME Department Manager I 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 I HE OUADTIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLIHfICE GEOTECF1f11CRL 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: 01/25/2016 Project: Freeport Parkway North Location: Paving Freeport Parkway north Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 17 of 17 Location: Station 0+40 Spec Nbr A B C D E TEST RESULTS Material: Concrete Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 17 of 17 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) Age Tested Diameter Area Load Cure (date : days) (in) (int) (Ibs) Break Type Loc 01/22/16: 3 6.00 28.27 112,810 Type 3 Lab 01/26/16:7 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab 02/16/16:28 6.00 28.27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/19/2016 Sampled By: Burgdorf, Bradley By Order Of: Walter Order Number: 1770 LAB NO: 201197 Test Method: See Below Report No: 201197 Page 17 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,990 3,990 MM Type 2 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Slump: 1 0 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/20/2016 Truck/Ticket No: N/A / 24634 Curing Method: Standard Time Sampled: 4:00 pm Time Batched: 3:20 pm Temp.: Ambient: 60°F Mix: 55°F Unit Weight: 148.5 #/cu ft Quantity Represented: 10 cu. yds. at 1740 cu. yds. placed Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orifi: 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 TI IIS REPORT APPLIES ONI Y To T HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T I it QUALITIES Of APPAREN FLY IDENI ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPOR IS ARE FOR THE C XCI-USIVE USE OF THE ADDRESSED CI IF -N1 AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.