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ST0502B- LR160208 (3)n fiLLIRIYCE 4I+G GEOTECHfIICRL � GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File Na: C15-0812 Date Sampled: 01/06/2016 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Sampled By: Corbin, [Rodney Project. Freeport Parkway North By Order Of: Walter Location: Southbound outside lane Freeport Parkway Order Number: 1770 Client. City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 1 of 17 Set: 1 of 17 Location: Station 29+40 Spec: Age Tested Diameter Area Nbr (date : days) (in) (inz) A 01/09/16:3 6.00 28.27 B 01/13/16:7 6.00 28.27 C 02/03/16:28 6.00 28.27 D 02/03/16:28 6.00 28.27 E Type 3 Lab 4,820 Material: Concrete Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By Comments 106,935 Type 3 Lab 3,780 3,780 JR 136,335 Type 3 Lab 4,820 4.820 JR 148,105 Type 3 Lab 5,240 JR 149,660 Type 3 Lab 5,290 5,270 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 3.1 % Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIA / 23918 Curing Method: Standard Time Sampled: 8:05 am Time Batched: 8:25 am Ternp.: Ambient. 43°F Mix: 58°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds, placed of a 1600 Cu- yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617 OngCity 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 REPOR I APPI ITS ON[ Y TO 1 HE. STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED ANDIOR OBSERVED AND ARF: NOT NECESSARILY INDICAI IVIS OI Nil OJAI I nf-S OF APPAI2EN I I Y IDENTICAI OR SIMII AR PRODUCTS OR PROCEDURIi S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO11 I1. FHESL RIPORTSARI FOR THI'_ EXCLUSIVE USI.- OF 1'1 IEADDRESSED CLIENT AND ARI- NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLIfiIYtE GGEOTECHnICRL UROur, Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/06/2016 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Sampled By: Corbin, Rodney Project: Freeport Parkway North By Order Of: Walter Location: Southbound outside lane Freeport Parkway Order Number: 1770 Client City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 2 of 17 Set: 2 of 17 Material: Concrete Number of Specimens: 5 Location: Station 28+60 Maximum Compressive Average Spec: Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/09/16 : 3 6.00 28.27 116,860 Type 3 Lab 4,130 4,130 JR B 01/13/16 :7 6.00 28.27 154,700 Type 3 Lab 5,470 5,470 JR C 02/03/16: 28 6.00 28.27 189,115 Type 3 Lab 6,690 JR D 02/03/16: 28 6.00 28.27 188,655 Type 3 Lab 6,670 6,680 JR E HOLD (see remarks) - ff rIIII ll ll f- l ^ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 2 7% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site N/A / 10 Date Received: 01/07/2016 Truck/Ticket No. Curing Method: Standard Time Sampled: 8:35 am rime Batched: 8:54 am Temp: Ambient: 42°F Mix: 56°F Unit Weight: 150.8 #/cu ft Quantity Represented: 10 cu. yds. at 100 cu. yds placed of a 1600 cu- yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong City of Coppell (Coppell, TX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r 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 T TIF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO F.D. 1HESE REPORT S ARE FOR THE. EXCL USIVf_ USE OF TI IE ADDRESSED CLIENTAND ARE N01 TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ^ HLLIFlfiCE GEOTECHf11Cf1L i� GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/06/2016 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Sampled By: Corbin, Rodney Project: Freeport Parkway North By Order Of: Walter Location: Southbound outside lane Freeport Parkway Order Number: 1770 Client: City, of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 3 of 17 Set: 3 of 17 Material: Concrete Number of Specimens: 5 Location: Maximum Compressive Average Spec; Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/09/16: 3 600 28.27 119,740 Type 3 Lab 4,230 4,230 JR B 01/13/16: 7 6 00 28.27 166,975 Type 3 Lab 5,910 5,910 JR C 02/03/16: 28 600 28.27 179,890 Type 3 Lab 6,360 JR D 02/03/16: 28 6.00 28.27 181,430 Type 3 Lab 6,420 6,390 JR E HOLD (see remarks) - 71-7_ 1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 3.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site 20 Date Received: 01/07/2016 Truck/Ticket No. N/A / Curing Method: Standard Time Sampled. 9:04 am Time Batched: 9:23 am Ternp.: Ambient: 43°F Mix: 59°F Unit Weight: 149 6 #/cu ft Quantity Represented: 10 cu. yds at 200 cu yds placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. 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 HIS REPORT APPLIES ONLY r0 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1-1IF:QJAI-ITIES OF APPARENTLY IDEMICAL 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 TI IE ADDRESSED CLIEN'1 AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIfiiICE GEOTECNfIICNL 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 17 Location: Station 27+60 Spec Age Tested Diameter Area Nbr (date : days) (in) (int) A 01/09/16:3 6.00 28.27 B 01/13/16 7 6.00 28.27 C 02/03/16: 28 6.00 2827 D 02/03/16:28 6.00 28.27 E Type 3 Lab 5,560 TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 4 of 17 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By 117,350 Type 3 Lab 4,150 4,150 JR 157,310 Type 3 Lab 5,560 5,560 JR 175,445 Type 3 Lab 6,210 JR 177,190 Type 3 Lab 6,270 6,240 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Comments HOLD (see remarks) - ll [ I • Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 3.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 30 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 10:03 am Temp.: Ambient: 43°F Mix: 58°F Unit Weight: 150 #/Cu ft Quantity Represented: 10 cu yds. at 300 cu. yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. 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 ADPL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND To THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TI IE QUALITIES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORTS ARE FOR rHF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION 1ILLiAnce GGEOTKHnICRL 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 5 of 17 Location: Station 26+65 Average Spec. Age Tested Diameter Area Nbr (date : days) (in) (int) A 01/09/16:3 6.00 28.27 B 01/13/16: 7 600 28.27 C 02/03/16:28 6.00 28.27 D 02/03/16:28 6.00 28.27 E Lab 5,430 TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 5of17 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 126,610 Type 3 Lab 4,480 4,480 JR 153,410 Type 3 Lab 5,430 5,430 JR 197,750 Type 3 Lab 6,990 JR 198,125 Type 3 Lab 7,010 7,000 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 HOLD (see remarks) - F-1-11 1171 � --I Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIA/ 40 Curing Method: Standard Time Sampled: 10:10 am Time Batched: 10:34 am Temp.: Ambient: 44°F Mix: 60°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds. at 400 cu. yds. placed of a 1600 Cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONLY TO THE SIANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TI IE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO I HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TE.D. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE.. NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, ALLIfliYCE GEOTKNnlCRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 7524.7 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 6 of 17 Compressive Location: Station 25+71 Load Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/09/16:3 6.00 28.27 B 01/13/16: 7 6.00 2827 C 02/03116:28 6.00 28.27 D 02/03/16:28 6.00 28.27 E JR 196,785 TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, [Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 6 of 17 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By 133,560 Type 3 Lab 4,720 4,720 JR 167,150 Type 3 Lab 5,910 5,910 JR 190,600 Type 3 Lab 6,740 JR 196,785 Type 3 Lab 6,960 6,850 JR X Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Air Content: 3.8% Mix Code: Class P Comments HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/0712016 TrucklTicket No: NIA[ 50 Curing Method: Standard 1,"ime Sampled: 10:45 am rime Batched: 11:01 am Temp.: Ambient: 44'F Mix: 59'F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu. yds. at 500 cu. yds. placed of a 1600 cu, yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong City of Coppoll (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TI IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T HE QUALITIES OF APPARCNTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO] LD, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAiYCE GEOTECFifIICRL GRl7UP 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: Citv of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 7 of 17 Material: Concrete Location: Station 25+20 Maximum Compressive Spec: Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (ins) (Ibs) Break Type Loc (PSI) Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 7of17 Number of Specimens: 5 Average Strength Tested (PSI) By Comments A 01/09/16: 3 6.00 28.27 119,335 Type 3 Lab 4,220 4,220 JR B 01/13/16: 7 6.00 28.27 158,760 Type 3 Lab 5,610 5,610 JR C 02/03/16: 28 6.00 28.27 193,090 Type 3 Lab 6,830 JR D 02/03/16: 28 6.00 28.27 199,645 Type 3 Lab 7,060 6,950 JR E HOLD (see remarks) - - .1 1 � , i F] 9 1, , 1, Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content. 3.8% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 60 Curing Method: Standard Time Sampled: 11:10 am Time Batched: 11:27 am Temp.: Ambient: 45°F Mix: 59°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds. at 600 cu. yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless 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 IIS REPORI'APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T I IF QJALII'IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO f ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF I HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION nuiAnce GGEOTECFif11CRL 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 8 of 17 Location: Station 24+20 Spec: Age Tested Nbr (date : days) A 01/09/16:3 B 01/13/16: 7 C 02/03/16:28 D 02/03/16:28 E TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 8of17 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 70 Curing Method: Standard Time Sampled: 11:35 am Time Batched: 11:53 am Temp.: Ambient: 45°F Mix: 59°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds. at 700 cu yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong: C'dy 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 REPORTAPPLIE-S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIIF QUALITIES OF APPAREN1 LY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TEO. THESE REPORTS ARE FOR I HE EXCL USIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Diameter Area Load Cure Strength Strength Tested (in) (int) (Ibs) Break Type Loc (PSI) (PSI) By 6.00 28.27 114,885 Type 3 Lab 4,060 4,060 JR 6.00 28.27 154,240 Type 3 Lab 5,460 5,460 JR 6.00 28.27 177,660 Type 3 Lab 6,280 JR 6.00 28.27 175,545 Type 3 Lab 6,210 6,250 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 70 Curing Method: Standard Time Sampled: 11:35 am Time Batched: 11:53 am Temp.: Ambient: 45°F Mix: 59°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds. at 700 cu yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong: C'dy 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 REPORTAPPLIE-S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIIF QUALITIES OF APPAREN1 LY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TEO. THESE REPORTS ARE FOR I HE EXCL USIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIFlnCE ilpG 6EOTECNIYI09L CmOVP 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 9 of 17 Location: Station 23+30 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/09/16: 3 600 28.27 B 01/13/16: 7 6 00 28.27 C 02/03/16:28 6.00 28.27 D 02/03/16: 28 6.00 2827 E Type 3 Lab 5,460 TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, [Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 9 of 17 Number of Specimens: 5 Maximum 01/07/2016 Curing Method: Compressive Average 12:05 pm Load 12:21 pm Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 119,075 Type 3 Lab 4,210 4,210 JR 154,440 Type 3 Lab 5,460 5,460 JR 189,495 Type 3 Lab 6,700 JR 185,650 Type 3 Lab 6,570 6,630 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Air Content: 3.0% Mix Code: Class P HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Truck/Ticket No: N/A / 80 Date Received: 01/07/2016 Curing Method: Standard Time Sampled: 12:05 pm Time Batched: 12:21 pm Temp.: Ambient: 45°F Mix: 58°F Unit Weight: 150-8 #/cu ft Quantity Represented: 10 cu. yds. at 800 cu yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Onq City or Coppell (Coppell, TX) ARn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1111S 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 I IF O'JAI I LES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT GD. 1 HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALUnNCE IDOIEOTECHHICPIL Of our Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 10 of 17 Location: Station 22+80 Spec: Age Tested Diameter Area Nbr (date : days) (in) (int) A 01/09/16:3 6.00 28.27 B 01/13/16:7 6.00 28.27 C 02/03/16: 28 6.00 2827 D 02/03/16: 28 6.00 2827 E Lab 5,300 5,300 TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method See Below Report No: 200468 Page 10 of 17 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By Comments 103,640 Type 3 Lab 3,670 3,670 JR 149,905 Type 3 Lab 5,300 5,300 JR 172,085 Type 3 Lab 6,090 JR 178,290 Type 3 Lab 6,310 6,200 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 90 Curing Method: Standard Time Sampled: 12:30 pm Time Batched: 12:49 pm Temp.: Ambient: 47*F Mix: 59°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 900 cu. yds placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, T X) Attn: Mr Rick O'Dell (11-cccopy) 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 T HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED. THESE REPORTS ARE FORT[ IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIRfICE GEOTKFif'1IC19L GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 01/06/2016 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Sampled By: Corbin, Rodney Project: Freeport Parkway North By Order Of: Walter Location: Southbound outside lane Freeport Parkway Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 11 of 17 Set: 11 of 17 Material: Concrete Number of Specimens: 5 Location: Station 21+50 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/09/16 : 3 6.00 28.27 115,595 Type 3 Lab 4,090 4,090 JR B 01/13/16: 7 6.00 28.27 156,930 Type 3 Lab 5,550 5,550 JR C 02/03/16: 28 6.00 28.27 181,785 Type 3 Lab 6,430 JR D 02/03/16: 28 6.00 28.27 182,345 Type 3 Lab 6,450 6,440 JR E HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3-5 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site: d' 1/07/2016 Truck/Ticket No: N/A / 100 Date Receive . 0 Curing Method: Standard Time Sampled: 1:00 pm lime Batched: 1:31 pm Temp.: Ambient: 47°F Mix: 59°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds at 1000 cu, yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTMI 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 TOTI IE S TANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE. OF 1 HE OJAI (TIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED iHESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ID GEOTECHNICnL Wour Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 7524.7 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway _Client City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/06/2016 Sampled By: Corbin, [Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 12 of 17 Set: 12 of 17 Compressive Average Material: Concrete Cure Location: Station 20+50 Strength Tested Loc (PSI) (PSI) By Comments Lab 4,170 4,170 Maximum Lab 5,920 Spec: Age Tested Diameter Area Load JR Lab Nbr (date : days) (in) (int) (lbs) Break Type A 01/09/16: 3 6.00 28.27 117,900 Type 3 B 01/13/16: 7 6.00 28.27 167,300 Type 3 C 02/03/16: 28 6.00 28.27 177,740 Type 3 D 02/03/16: 28 6.00 28.27 180,920 Type 3 E 04/14/16:99 6.00 28.27 III I Ij Type 1 Type 2 Type Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Number of Specimens: 5 3 Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 4,170 4,170 JR Lab 5,920 5,920 JR Lab 6,290 JR Lab 6,400 6,340 JR Lab Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: NIA/ 1'10 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:59 pm Temp.: Ambient: 46°F Mix: 60°F Unit Weight: 149.6 #/cu ft Quantity Represented: 10 cu. yds. at 1100 cu, yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617 Onq City of Coppell (Coppell, FX) Alin: Mr Rick O'Dell (I-cccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TI IIS REPORT APPLIES ONLY 1'0 1FIE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HF GJAI..ITII-S OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLIfiiYCE GGEOTKIif11CRL 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 13 of 17 Material: Concrete Location: Station 19+75 Spec Nbr A B C D E Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 13 of 17 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Comments HOLD (see remarks) - -- Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 4 9% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: NIA/ 120 Curing Method: Standard Time Sampled: 2:10 pm Time Batched: 2:27 pm Temp.: Ambient: 47°F Mix: 58°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 1200 cu. yds placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong city of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group yyl'�■�� Perry C. Kakara, SET, CME Department Manager T 1 IIS REPORT ADPL Ir -"S ONI Y I"O T I -IE STANDARDS OR PROCEDURES INDICAT ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 11IF. OJALII IFS OP APPARENII Y IDENTIGAL OR SIMILAR PRODUCIS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT1=D, THESE= REPORTS ARE FOR rl-IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By 01/09/16: 3 6.00 28.27 124,075 Type 3 Lab 4,390 4,390 JR 01/13116: 7 600 28.27 158,620 Type 3 Lab 5,610 5,610 JR 02/03/16: 28 6.00 28.27 178,460 Type 3 Lab 6,310 JR 02/03/16: 28 6.00 28.27 178,335 Type 3 Lab 6,310 6,310 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Comments HOLD (see remarks) - -- Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 4 9% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 TrucklTicket No: NIA/ 120 Curing Method: Standard Time Sampled: 2:10 pm Time Batched: 2:27 pm Temp.: Ambient: 47°F Mix: 58°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 1200 cu. yds placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Ong city of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group yyl'�■�� Perry C. Kakara, SET, CME Department Manager T 1 IIS REPORT ADPL Ir -"S ONI Y I"O T I -IE STANDARDS OR PROCEDURES INDICAT ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 11IF. OJALII IFS OP APPARENII Y IDENTIGAL OR SIMILAR PRODUCIS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT1=D, THESE= REPORTS ARE FOR rl-IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION IUDHLLIA�ICE GEOTECFif11CRL UFiOUP 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client. City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 14 of 17 Average Material: Concrete Strength Location: Station 19+19 (PSI) (PSI) By Comments 4,390 4,390 JR 5,660 5,660 JR Maximum JR Spec: Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (Ibs) Break Type Loc A 01/09/16: 3 6.00 28.27 124,075 Type 3 Lab B 01/13/16: 7 6.00 28.27 160,085 Type 3 Lab C 02/03/16: 28 6.00 28.27 192,520 Type 3 Lab D 02/03/16: 28 6.00 28.27 195,280 Type 3 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 14 of 17 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,390 4,390 JR 5,660 5,660 JR 6,810 JR 6,910 6,860 JR I i I Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS HOLD (see remarks) - Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.3% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A/ 130 Curing Method: Standard Time Sampled: 2:35 pm time Batched: 3:08 pm Ternp.: Ambient: 47*F Mix: 59°F Unit Weight: 148.4 #/cu ft Quantity Represented: 10 cu yds at 1300 cuyds. placed of a 1600 cu. yd, total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI C31, C172, C143, 01064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Onq: 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 APPLIFS ONI Y TO THE SIANDAROS OR PROCEDURFS INDICATED AND FO FHE SAMPLE(S) FESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OP I FIF OJALII IFS OF APPARENTLY IDE=NTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TL.D_ 11I1 -SE REPORTS AIRE FORT[ IF EXCLUSIVF USE Or THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLlfii'ICE GGEOTKHf11C19L C�FiOVP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 7524.7 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client. City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 15 of 17 Location: Station 18+22 Average Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/09/16:3 6.00 28.27 B 01/13/16:7 6.00 28.27 C 02/03/16:28 6.00 28.27 D 02/03/16: 28 600 28.27 E Lab 5,780 TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method: See Below Report No: 200468 Page 15 of 17 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 112,705 Type 3 Lab 3,990 3,990 JR 150,770 Type 3 Lab 5,330 5,330 JR 163,420 Type 3 Lab 5,780 JR 164,190 Type 3 Lab 5,810 5,790 JR HOLD (see remarks) - �,. "x" Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site Date Received: 01/07/2016 Truck/Ticket No: N/A / 140 Curing Method: Standard Time Sampled: 3:15 pm Time Batched: 3:36 pm Ternp.: Ambient: 48'F Mix: 55'F Unit Weight: 147.6 #/cu ft Quantity Represented: 10 cu. yds. at 1400 cu. yds. placed of a 1600 cu, yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppoll, I X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS REPORT APPLIL=S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND i0 THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF Fill- QJALIIIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOL F D T HFSF REPOR FS ARF FOR I HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION fiLLIHhCE 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 Date Sampled: 01/06/2016 Report Date: 02/08/2016 Previously Reported: 02/08/2016 Sampled By: Corbin, [Rodney Project: Freeport Parkway North By Order Of: Walter Location: Southbound outside lane Freeport Parkway Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200468 Test Method: See Below TEST RESULTS Report No: 200468 Page 16 of 17 Set: 16 of 17 Location: Station 17+30 Spec. Age Tested Nbr (date : days) A 01/09/16:3 B 01/13/16: 7 C 02/03/16:28 D 02/03/16:28 E Material: Concrete Number of Specimens: 5 I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.1 % Source/Sampled At: Truck / Center Mix Code: Class P Plant: On-SitE) Date Received: 01/07/2016 Truck/Ticket No: N/A/ 150 Curing Method: Standard 1-ime Sampled: 4:00 pm 'Time Batched: 4:09 pm Temp_: Ambient: 48°F Mix: 58°F Unit Weight: 149.6 #/cu ft Quantity Represented: 10 cu. yds. at 1500 cu, yds. placed of a 1600 cu. yd, total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig City or Coppell (Coppoll• I X) Alln: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IIIIS REPORT ADPLIFS ONIY TO flit STANDARDS OR PROCEDURES INDICATEDAND TO THE SAMPLF(S) TFSTEDANDIOR OBSERVEDANDARL- Nor NFCFSSARII.YINDICArIVR OE I I R OJAI IT IFS OF APPARI N I I Y IDI;NT ICAI OR SIMILAR PRODUCI S OR PROOF DURI`S. NOR DO THEY RIF PRES6 NI AN ONGOING QUALITY ASSURANCE- PROGN•AM UNI I=SS SO NOrGD, I I IFSE R6POR I S ARE I OR TI iE- F:XCI USIVI-_ USI- Of I I IF. ADDRLSSFD CI II"NT AND AR:E NOT TO BE REPROOUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Diameter Area Load Cure Strength Strength Tested (in) (in') (lbs) Break Type Loc (PSI) (PSI) By Comments 6.00 28.27 116,815 Type 3 Lab 4,130 4,130 JR 6.00 28.27 147,325 Type 3 Lab 5,210 5,210 JR 6.00 28.27 163,450 Type 3 Lab 5,780 JR 6.00 28.27 166,980 Type 3 Lab 5,910 5,840 JR I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.1 % Source/Sampled At: Truck / Center Mix Code: Class P Plant: On-SitE) Date Received: 01/07/2016 Truck/Ticket No: N/A/ 150 Curing Method: Standard 1-ime Sampled: 4:00 pm 'Time Batched: 4:09 pm Temp_: Ambient: 48°F Mix: 58°F Unit Weight: 149.6 #/cu ft Quantity Represented: 10 cu. yds. at 1500 cu, yds. placed of a 1600 cu. yd, total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig City or Coppell (Coppoll• I X) Alln: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager IIIIS REPORT ADPLIFS ONIY TO flit STANDARDS OR PROCEDURES INDICATEDAND TO THE SAMPLF(S) TFSTEDANDIOR OBSERVEDANDARL- Nor NFCFSSARII.YINDICArIVR OE I I R OJAI IT IFS OF APPARI N I I Y IDI;NT ICAI OR SIMILAR PRODUCI S OR PROOF DURI`S. NOR DO THEY RIF PRES6 NI AN ONGOING QUALITY ASSURANCE- PROGN•AM UNI I=SS SO NOrGD, I I IFSE R6POR I S ARE I OR TI iE- F:XCI USIVI-_ USI- Of I I IF. ADDRLSSFD CI II"NT AND AR:E NOT TO BE REPROOUCED WITHOUT WRITTEN PERMISSION. AuiAnte 4DcEoTechrocRL 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: 02/08/2016 Previously Reported: 02/08/2016 Project: Freeport Parkway North Location: Southbound outside lane Freeport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 17 of 17 Location: Station 16+55 Spec Age Tested Nbr (date : days) A 01/09/16:3 B 01/13/16: 7 C 02/03/16:28 D 02/03/16:28 E TEST RESULTS Material: Concrete Date Sampled: 01/06/2016 Sampled By: Corbin, Rodney By Order Of: Walter Order Number: 1770 LAB NO: 200468 Test Method. See Below Report No: 200468 Page 17 of 17 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site; Date Received: 01/07/2016 Truck/Ticket No: N/A / 160 Curing Method: Standard Time Sampled: 4:35 pm rime Batched: 4:29 pm Ternp.: Ambient: 49°F Mix: 59°F Unit Weight: 144.4 #/cu ft Quantity Represented: 10 cu. yds at 1600 cu. yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS 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 T HF QUALITIES OF APPARF.NTI_Y IDENTICAL OR SIMH AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFT) 1HFSE REPORTS ARE I -OR IHE LXCI_USIVE USE OF IHE ADDRESSED CHENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Diameter Area Load Cure Strength Strength Tested (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments 6.00 28.27 93,125 Type 3 Lab 3,290 3,290 JR 6.00 28.27 128,015 Type 3 Lab 4,530 4,530 JR 6.00 28.27 145,415 Type 3 Lab 5,140 JR 6.00 28.27 144,610 Type 3 Lab 5,110 5,130 JR HOLD (see remarks) - Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-5 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: Class P Plant: On -Site; Date Received: 01/07/2016 Truck/Ticket No: N/A / 160 Curing Method: Standard Time Sampled: 4:35 pm rime Batched: 4:29 pm Ternp.: Ambient: 49°F Mix: 59°F Unit Weight: 144.4 #/cu ft Quantity Represented: 10 cu. yds at 1600 cu. yds. placed of a 1600 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS 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 T HF QUALITIES OF APPARF.NTI_Y IDENTICAL OR SIMH AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFT) 1HFSE REPORTS ARE I -OR IHE LXCI_USIVE USE OF IHE ADDRESSED CHENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.