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ST0502B- LR160301RLLIFliICE 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 Date Sampled: 02/01/2016 Report Date: 03/01/2016 Previously Reported: 02/15/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Northbound Freeport Parkway at Station 1+40 to 15+73 Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 202469 Test Method. See Below TEST RESULTS Report No: 202469 Page 1 of 4 Set: 1 of 4 Material: Concrete Number of Specimens: 5 Location: Station 1+75 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 02/04/16 : 3 6.00 28.27 150,545 Type 3 Lab 5,320 5,320 JR B 02/08/16 :7 6.00 28.27 177,500 Type 3 Lab 6,280 6,280 JR C 02/29/16 : 28 6.00 28.27 196,530 Type 1 Lab 6,950 JR D 02/29/16 :28 6.00 28-27 199,585 Type 1 Lab 7,060 7,000 JR E HOLD (see remarks) - �I Ia.�.�71 I k1\11 t.,.,a r If I Type 1 Type 2 Type 3 Type 4 Type 5 .. Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 1.5-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 02/02/2016 Truck/Ticket No: NIA / 24770 Curing Method: Standard Time Sampled: 7:30 am rime Batched: 7:15 am Temp.: Ambient: 46°F Mix: 62°F Unit Weight: 149.6 #/cu ft Quantity Represented: 10 cu. yds at 10 cu. yds. placed of a 10 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. orifi City or Coppell (Coppell, 1 X) Attn: Mr Rick ODell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND rO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HE QUALITIES OF APPARENT I_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. RLLIHnCE GGEOTECNfIICRL 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: 03/01/2016 Previously Reported: 02/15/2016 Project: Freeport Parkway North Location: Northbound Freeport Parkway at Station 1+40 to 15+73 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 2 of 4 Location: Station 5+25 Average Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 02/04/16:3 6.00 28.27 B 02/08/16: 7 600 28.27 C 02/29/16:28 6.00 28.27 D 02/29/16:28 6.00 28.27 E Lab 4,670 TEST RESULTS Material: Concrete Date Sampled: 02/01/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202469 Test Method: See Below Report No: 202469 Page 2 of 4 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By 125,390 Type 3 Lab 4,430 4,430 JR 132,070 Type 3 Lab 4,670 4,670 JR 170,165 Type 1 Lab 6,020 JR 176,340 Type 1 Lab 6,240 6,130 JR T>X/i Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1.5-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.5% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site: Date Received: 02/02/2016 Truck/Ticket No: N/A 124784 Curing Method: Standard Time Sampled: 9:15 am Time Batched: 8:49 am Temp.: Ambient: 48°F Mix: 63*F Unit Weight: 150.3 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 76 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172_, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City or Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS RFPORTAPPLILS ONI Y TO THE SIANDARDS OR PROCEDURES INDICATED AND'ro THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARFNTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTFD. THESE REPORIFS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CI IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION 0E0TECHr11C1L Ohour 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: 03/01/2016 Previously Reported: 02/15/2016 Project: Freeport Parkway North Location: Northbound Freeport Parkway at Station 1+40 to 15+73 Date Sampled: 02/01/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 Client: City of Coppell _ REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 202469 Test Method: See Below TEST RESULTS Report No: 202469 Page 3 of 4 Set: 3 of 4 Location: Station 9+10 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 02/04/16:3 6.00 28.27 B 02/08/16:7 6.00 28.27 C 02/29/16:28 6.00 28.27 D 02/29/16:28 6.00 28.27 E Type 3 Lab 5,110 Material: Concrete Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By 126,165 Type 3 Lab 4,460 4,460 JR 144,490 Type 3 Lab 5,110 5,110 JR 167,080 Type 1 Lab 5,910 JR 165,425 Type 1 Lab 5,850 5,880 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1.5-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 02/02/2016 Truck/Ticket No: NIA/ 24802 Curing Method: Standard Time Sampled: 11:45 am Time Batched: 11:23 am Temp.: Ambient: 60°F Mix: 64°F Unit Weight: 149.8 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 166 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. Orig: City of Coppell (Coppell, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES IND10AI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THF 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, RLLIRnCE GGEOTECNf11CRL 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: 03/01/2016 Previously Reported: 02/15/2016 Project: Freeport Parkway North Location: Northbound Freeport Parkway at Station 1+40 to 15+73 _Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 4 Location: Station 12+55 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 02/04/16: 3 6.00 2827 B 02/08/16:7 6.00 28.27 C 02/29/16:28 6.00 2827 D 02/29/16:28 6.00 28.27 E Type 3 Lab 4,360 TEST RESULTS Material: Concrete Date Sampled: 02/01/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202469 Test Method: See Below Report No: 202469 Page 4 of 4 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 109,525 Type 3 Lab 3,870 3,870 JR 123,235 Type 3 Lab 4,360 4,360 JR 153,330 Type 1 Lab 5,420 JR 155,900 Type 1 Lab 5,510 5,470 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 HOLD (see remarks) Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.0 Inches Transported By: Tiseo Air Content: 4.7% Source/Sampled At: Truck / Center Mix Code: 2605H Plant: On -Site; Date Received: 02/02/2016 Truck/Ticket No: NIA / 24809 Curing Method: Standard Time Sampled: 1:30 pm Time Batched: 1:03 pm Ternp.: Ambient: 64°F Mix: 66°F Unit Weight: 144.6 #/cu ft Quantity Represented: 6.0 cu, yds. at 6.0 cu- yds placed of a 97 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group fik f_ Al-z r:� Perry C. Kakara, SET, CME Department Manager 11115 REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO T HE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INOICATIVF OF 111E QUALITIES OF APPARLNI I Y 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 THC ADDRCSSFD CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLiAnce GE0TKI1nICHL 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: 01/30/2016 Report Date: 03/01/2016 Previously Reported: 02/08/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Northbound Freeport Parkway right lane Station 29+40 to 15+73 Order Number: 1770 Client: City of Coppell — REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 202484 Test Method: See Below Set: 1 of 4 Location: Station 29+20 Spec: Age Tested Diameter Nbr (date : days) (in) A 02/02/16:3 6.00 B 02/06/16: 7 600 C 02/27/16:28 6.00 D 02/27/16:28 6.00 E 05/08/16:99 6.00 TEST RESULTS Material: Concrete Maximum Area Load (W) (lbs) 28.27 88,410 28.27 100,220 2.8.27 139,795 28.27 136,565 28.27 `'I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 Break Type Type 3 Type 3 Type 2 Type 2 Cure Loc Type 2 Type 3 Compressive Strength (PSI) Lab 3,130 Lab 3,540 Lab 4,940 Lab 4,830 Lab F,-,1 Type 4 Report No: 202484 Page 1 of 4 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,130 JR 3,540 JR JR 4,890 JR F_-1[___] F-1 Type 5 Type 6 CONFORMS Slump: 5.0 Inches Transported By: Tiseo Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 2605H Plant: On -Site Date Received: 01/31/2016 Truck/Ticket No: NIA/ 24709 Curing Method: Standard Time Sampled: 7:45 am Time Batched: 7:16 am Temp.: Ambient: 55°F Mix: 60°F Unit Weight: 141.6 #/cu ft Quantity Represented: 6 0 cu. yds. at 6 0 cu. yds. placed of a 6.0 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 nIIS REPORT" APPLIES ONI Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF HIE QUALITIES OF APPARENrLY 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 1 HE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLIHnCE GEOTKHnICRL 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: 01/30/2016 Report Date: 03/01/2016 Previously Reported: 02/08/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Northbound Freeport Parkway right lane Station 29+40 to 15+73 Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 202484 Test Method: See Below Set: 2 of 4 Location: Station 25+70 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 02/02/16:3 6.00 28.27 B 02/06/16:7 6.00 28.27 C 02/27/16:28 6.00 28.27 D 02/27/16: 28 6.00 2827 E Lab 3,120 3,120 TEST RESULTS Material: Concrete Report No: 202484 Page 2 of 4 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By Comments 82,815 Type 3 Lab 2,930 2,930 JR 88,325 Type 3 Lab 3,120 3,120 JR 129,470 Type 2 Lab 4,580 JR 127,170 Type 2 Lab 4,500 4,540 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 5.0 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605H Plant: On -Site; Date Received: 01/31/2016 Truck/Ticket No: N/A 124727 Curing Method: Standard Time Sampled: 9:30 am Time Batched: 8:59 am Temp.: Ambient: 61°F Mix: 64°F Unit Weight: 140 8 #/cu ft Quantity Represented: 6.0 cu. yds. at 6.0 cu. yds. placed of a 114.0 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 t 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 II1E QUALITIES OF APPARENTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS 50 NOl f_D THESF_ REPORTS ARE FOR THE EXCLUSIVE USE OF THF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLuAnce GEOTECF1f11Cf1L 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: 01/30/2016 Report Date: 03/01/2016 Previously Reported: 02/08/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Northbound Freeport Parkway right lane Station 29+40 to 15+73 Order Number: 1770 Client. City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 202484 Test Method: See Below Set: 3 of 4 Location: Station 22+10 Spec: Age Tested Diameter Area Nbr (date : days) (in) (int) A 02/02/16:3 6.00 28.27 B 02/06/16: 7 6.00 2827 C 02127/16: 28 600 28.27 D 02/27/16:28 6.00 28.27 E Lab 4,300 4,300 TEST RESULTS Material: Concrete Report No: 202484 Page 3 of 4 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 115,980 Type 3 Lab 4,100 4,100 JR 121,535 Type 3 Lab 4,300 4,300 JR 144,600 Type 2 Lab 5,110 JR 145,375 Type 2 Lab 5,140 5,130 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1.5-3 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/31/2016 Truck/Ticket No: N/A/ 24740 Curing Method: Standard Time Sampled: 11:00 am rime Batched: 10:26 am Temp.: Ambient: 65°F Mix: 67°F Unit Weight: 149.4 #/cu ft Quantity Represented: 10.0 cu. yds. at 10.0 cu. yds. placed of a 70.0 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 RFPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICAI ED AND FO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICAFIVI: OF THE QUALII IFS OF APPARF-NTI_Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO ED IHESE RF_POR IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. 19LLIMCE GEOTECHNICI IL 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: 01/30/2016 Report Date: 03/01/2016 Previously Reported: 02/08/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Northbound Freeport Parkway right lane Station 29+40 to 15+73 Order Number: 1770 Client: City of Coppell T REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 4 Location: Station 19+50 Spec Age Tested Diameter Nbr (date : days) (in) A 02/02/16:3 6.00 B 02/06/16:7 6.00 C 02/27/16:28 6.00 D 02/27/16:28 6.00 E By Comments 28.27 TEST RESULTS Material: Concrete LAB NO: 202484 Test Method: See Below Report No: 202484 Page 4 of 4 Area Load Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1 5-3 Air Content: 3-6 Date Received. 01/31/2016 Curing Method. Standard Time Sampled: 12:00 pm Time Batched: 11:26 am Ternp.: Ambient: Mix: 66°F HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Truck/Ticket No: N/A / 24749 Quantity Represented: 10.0 cu, yds at 10.0 cu. yds. placed of a 160.0 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager HITS REPORTAPPLIES ON[Y TO THE STANDARDS OR PROCEDURES INDICATED AND To 1 HE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF ] III- QUALITIES OF APPARENTLY IDENTICAI OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORT S ARE FOR I HE EXCLUSIVE USE OF 1 HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Area Load Cure Strength Strength Tested (int) (lbs) Break Type Loc (PSI) (PSI) By Comments 28.27 117,920 Type 3 Lab 4,170 4,170 JR 28.27 123,500 Type 3 Lab 4,370 4,370 JR 28.27 170,920 Type 2 Lab 6,050 JR 28.27 178,815 Type 2 Lab 6,320 6,180 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1 5-3 Air Content: 3-6 Date Received. 01/31/2016 Curing Method. Standard Time Sampled: 12:00 pm Time Batched: 11:26 am Ternp.: Ambient: Mix: 66°F HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Truck/Ticket No: N/A / 24749 Quantity Represented: 10.0 cu, yds at 10.0 cu. yds. placed of a 160.0 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager HITS REPORTAPPLIES ON[Y TO THE STANDARDS OR PROCEDURES INDICATED AND To 1 HE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF ] III- QUALITIES OF APPARENTLY IDENTICAI OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORT S ARE FOR I HE EXCLUSIVE USE OF 1 HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.