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ST0502A- LR160328Ru_iAnce GdEOTKI-I'IICRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 03/28/2016 Previously Reported: 03/04/2016 Project: Freeport Parkway North Location: Misc. Concrete Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 1 of 2 Material: Concrete Location: Sidewalk Station 0+60 to 4+40, Sampled; Station 0+60 Date Sampled: 02/26/2016 Sampled By: Maumalanga, John By Order Of: Walter Order Number: 1770 LAB NO: 204327 Test Method: See Below Report No: 204327 Page 1 of 2 1X�1i Type 1 Type 2 Type 3 Type 4 Specification Strength: 3,000 psi @ 28 days Slump: 3-5 Air Content: 3-6 Date Received: 02/27/2016 Curing Method: Standard Time Sampled: 11:07 am Time Batched: 10:00 am Temp.: Ambient: 57°F Mix: 60°F Number of Specimens: 4 Average Strength Tested Maximum By Comments Compressive Spec Age Tested Diameter Area Load MM Cure Strength Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) A 03/04/16: 7 6.00 28.27 87,330 Type 2 Lab 3,090 B 03/04/16: 7 6.00 28.27 85,435 Type 3 Lab 3,020 C 03/25/16: 28 6.00 28.27 115,500 Type 3 Lab 4,080 D 03/25/16: 28 6.00 28.27 109,990 Type 3 Lab 3,890 Date Sampled: 02/26/2016 Sampled By: Maumalanga, John By Order Of: Walter Order Number: 1770 LAB NO: 204327 Test Method: See Below Report No: 204327 Page 1 of 2 1X�1i Type 1 Type 2 Type 3 Type 4 Specification Strength: 3,000 psi @ 28 days Slump: 3-5 Air Content: 3-6 Date Received: 02/27/2016 Curing Method: Standard Time Sampled: 11:07 am Time Batched: 10:00 am Temp.: Ambient: 57°F Mix: 60°F Number of Specimens: 4 Average Strength Tested (PSI) By Comments JR 3,060 JR MM 3,990 MM Type 5 CONFORMS Slump: 4.0 Inches Air Content: 4.2% Mix Code: 1261 F] Type 6 Transported By: LMC Source/Sampled At: Truck / Center Plant: 956 Truck/Ticket No: 7060 / 63098950 Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 38.0 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 P i 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 NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLiRnce Tour 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: 03/28/2016 Previously Reported: 03/04/2016 Project: Freeport Parkway North Location: Misc. Concrete Client: Citv of Coppell Date Sampled: 02/26/2016 Sampled By: Maumalanga, John By Order Of: Walter Order Number: 1770 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 204327 Test Method: See Below TEST RESULTS Report No: 204327 Page 2 of 2 Set: 2 of 2 Material: Concrete Location: Retaining wall, Panel 8, Sampled; Panel 8 Number of Specimens: 4 FIE R"M ID F'] 11 1 `1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 4.75 Inches Transported By: LMC Air Content: 0-3 Air Content: 1.6% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 952 Date Received: 02/27/2016 Truck/Ticket No: 1417 162993190 Ouring Method: Standard Time Sampled: 2:15 pm Tirne Batched: 1:08 pm Temp.: Ambient: 61 °F Mix: 68*F Unit Weight: 134 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 19.0 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 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 NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION 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 03/04/16: 7 6.00 28.27 116,135 Type 3 Lab 4,110 JR B 03/04/16: 7 6.00 28.27 120,565 Type 3 Lab 4,260 4,190 JR C 03/25/16: 28 6.00 28.27 143,050 Type 3 Lab 5,060 MM D 03/25/16 28 6 00 2827 144 215 Type 3 Lab 5 100 5,080 MM FIE R"M ID F'] 11 1 `1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 4.75 Inches Transported By: LMC Air Content: 0-3 Air Content: 1.6% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 952 Date Received: 02/27/2016 Truck/Ticket No: 1417 162993190 Ouring Method: Standard Time Sampled: 2:15 pm Tirne Batched: 1:08 pm Temp.: Ambient: 61 °F Mix: 68*F Unit Weight: 134 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 19.0 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 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 NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIfiPICE G 4EQTEQifIlCPIL 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: 03/17/2016 Report Date: 03/28/2016 Sampled By: Smith, Vernon Project: Freeport Parkway North By Order Of: Walter Location: Paving median 1/2 mile west of Hwy 121, Sampled; Hwy 121 west Order Number: 1770 on Freeport Parkway median, 5th and 6th light post Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 205510 Material: Concrete Test Method: See Below _ TEST RESULTS Report No: 205510 Page 1 of 1 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 03/24/16:7 6.00 28.27 79,855 Lab 2,820 2,820 MM B 04/14/16:28 6.00 28.27 Lab C 04/14/16:28 6.00 28.27 Lab D HOLD (see remarks) - , TJ JJ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,000 psi @ 28 days Slump: 3-5 Slump: 5.0 Inches Transported By: LMC Air Content: 3-6 Air Content: 3.5% Source/Sampled At: Truck / Center Mix Code: 1261 Plant: 952 Date Received: 03/18/2016 Truck/Ticket No: 5029 / 62993876 Curing Method: Standard Time Sampled: 12:45 pm Time Batched: 11:19 am Temp.: Ambient: 60°F Mix: 80°F Unit Weight: 142.4 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 28.5 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 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 NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION J RLLIPMICE (1p G GE-5OTKMICRL CtFiWP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct IQ: 1770 File No: C15-0812 Date Sampled: 02/25/2016 Report Date: 03/28/2016 Previously Reported: 03/04/2016 Sampled By: Maumalanga, John Project: Freeport Parkway North By Order Of: Walter Location: Retaining wall, Panel #7, Sampled; Station 2+34 Order Number:1770 Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 204325 Material: Concrete Test Method: See Below f TEST RESULTS ..._ ... Report No: 204325 Page 1 of 1 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 03/03/16: 7 6.00 28.27 122,800 Type 4 Lab 4,340 JR B 03/03/16: 7 6.00 28.27 125,360 Type 4 Lab 4,430 4,390 JR C 03/24/16: 28 6.00 28.27 151,495 Type 3 Lab 5,360 MM D 03/24/16: 28 6.00 28.27 153,435 Type 3 Lab 52430 5,390 MM Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 4.0 Inches Transported By: LMC Air Content: 0-3 Air Content: 2.0% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 3098922 Date Received: 02/26/2016 Truck/Tlcket No. 1422 / 6 Curing Method: Standard Time Sampled: 1:10 pm Time Batched: 12:32 pm Temp.: Ambient: 57°F Mix: 65*F Unit Weight: 140 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 21.0 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. prig: 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 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. RLLIFlfiCE ( G aeoTeaHnicML 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: 03/15/2016 Report Date: Q3/28/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Freeport Parkway at Station 3+00 to 4+00 mow strip, Sampled; Order Number: 1770 Station 3+10 Client: City of Copoell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Material: Concrete TEST RESULTS Number of Specimens: 4 LAB NO: 205505 Test Method: See Below Report No: 205505 Page 1 of 1 Average Strength Tested (PSI) By Comments MM 3,350 MM I,— I Type 6 Transported By: Cow Town Source/Sampled At: Truck / Center Plant: 3 Date Received: 03/16/2016 Truck/Ticket No: 982T / 1059198 Curing Method: Standard Time Sampled: 8:30 am Time Batched: 7:41 am Temp.: Ambient: 72°F Mix: 71°F Unit Weight: 146.3 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 20 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 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 Spec Age Tested Diameter Area Load Cure Strength (PSI) Nbr (date : days) (in) (W) (Ibs) Break Type Loc A 03/22/16: 7 6.00 28.27 97,155 Type 3 Lab 3,440 B 03/22/16: 7 6.00 28.27 92,075 Type 3 Lab 3,260 C 04/12/16:28 6.00 28.27 Lab D 04/12/16 : 28 6.00 28.27 Lab , F1 [71 F M I SLi1J 1� R I Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 4,000 psi @ 28 days Slump: 3-5 Slump: 5.0 Inches Air Content: 3-6 Air Content: 4.5% Mix Code: 250 Number of Specimens: 4 LAB NO: 205505 Test Method: See Below Report No: 205505 Page 1 of 1 Average Strength Tested (PSI) By Comments MM 3,350 MM I,— I Type 6 Transported By: Cow Town Source/Sampled At: Truck / Center Plant: 3 Date Received: 03/16/2016 Truck/Ticket No: 982T / 1059198 Curing Method: Standard Time Sampled: 8:30 am Time Batched: 7:41 am Temp.: Ambient: 72°F Mix: 71°F Unit Weight: 146.3 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 20 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 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.