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ST0502B- LR160209AuiAnce 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: 01/11/2016 Report Date: 02/09/2016 Previously Reported: 01/19/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Southbound Freepport Parkway Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200898 Test Method: See Below TEST RESULTS Report No: 200898 Page 1 of 12 Set: 1 of 12 Material: Concrete Number of Specimens: 5 Location: Station 11+00 to 10+00, Sampled-. Station 10+00 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in Z) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 01/14/16 : 3 6-00 28-27 100,640 Type 3 Lab 3,560 3,560 JR B 01/18/16 :7 600 28.27 138,135 Type 3 Lab 4,890 4,890 JR C 02/08/16: 28 6.00 28.27 174,130 Type 3 Lab 6,160 JR D 02/08/16: 28 6.00 28.27 175,250 Type 3 Lab 6,200 6,180 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: 3.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 2.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site 4 62 Date Received: 01/12/2016 Truck/Ticket No. N/Al2 1 Curing Method: Standard Time Sampled: 9:12 am rime Batched: 9:03 am Temp : Ambient: 34°F Mix: 58°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds at 40 cu. yds placed of a 1200 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 (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I ITIS REPORT ADPL IFS ONLY 10 THE STANDARDS OR PROCEDURES INDICATE=D AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE_ 01" 1111 OJALI I IES OF APPARENTLY IDE"NI CAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT LU 1 HESE REPORTS ARE FOR ll IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLiAnce GEOTECNfilCRL. OUP 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 2 of 12 Average Material: Concrete Strength Location: Station 10+00 to 9+00, Sampled; (PSI) Station 9+00 By Comments 3,410 3,410 JR 4,980 Maximum JR 5,900 Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (lbs) Break Type Loc A 01/14/16: 3 6.00 28.27 96,400 Type 3 Lab B 01/18/16: 7 6.00 28.27 140,745 Type 3 Lab C 02/08/16: 28 6.00 28.27 166,935 Type 3 Lab D 02/08/16: 28 600 2827 167,240 Type 3 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 i h Type 2 Type 3 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: Page 2of12 200898 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,410 3,410 JR 4,980 4,980 JR 5,900 JR 5,910 5,910 JR Type 4 Type 5 Type 6 CONFORMS HOLD (see remarks) - Slump: 2.5 Inches Transported By: Tiseo Air Content: 3.6% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A! 24170 Curing Method: Standard Time Sampled: 9:55 am rime Batched: 9:35 am Ternp.: Ambient: 37°F Mix: 58°F Unit Weight: 146.9 #/cu ft Quantity Represented: 10 cu, yds at 120 cu yds. placed of a 1200 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Oriq City of Coppell (Coppell, TX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I ITIS REPORT APPI IES ONI_.Y 10 H IF STANDARDS OR PROCEDURES INDICATFD AND TO IHE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I ITE OJALT IES OF APPARE.N ILY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO1 ED 11 WSI= REPORT S ARE FOR THC EXCI USIVE USE OF THE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLInNCE (1' GE0TEcmri1CAL dour 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. 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: REPORT City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 3 of 12 Strength Material: Concrete Location: Station 9+00 to 8+24, Sampled, Station 8+24 JR 5,680 JR JR Maximum JR Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16: 3 6.00 28.27 129,190 Type 3 B 01/18/16: 7 6.00 28.27 160,705 Type 3 C 02/08/16: 28 6.00 28.27 196,185 Type 3 D 02/08/16: 28 6.00 28.27 199,420 Type 3 E 'I I Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Cure Loc Lab Lab Lab Lab Type 2 Type 3 Compressive Strength (PSI) 4,570 5,680 6,940 7,050 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 3 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,570 JR 5,680 JR JR 7,000 JR Type 4 Type 5 Type 6 CONFORMS HOLD (see remarks) - Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.4% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A 124180 Curing Method: Standard I ime Sampled: 10:20 am rime Batched: 10:02 am Temp.: Ambient: 37°F Mix: 59°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 220 cu, yds. placed of a 1200 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 Cop pell (Coppell, 1 X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I ITIS REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICA] ED AND To THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 1 I IG OJALI I IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOH -D THESE REPORTS ARE FOR I I IE EXCLUSIVE USE OF THF ADDRFSSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION AtLiAnce GGEOTECFiI'11CRL 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT, REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 4 of 12 Material: Concrete Location: Station 8+24 to 7+50, Sampled; Station 7+50 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 4 of 12 Number of Specimens: 5 Average Strength Tested Maximum By Comments 4,650 Compressive Spec Age Tested Diameter Area Load JR Cure Strength Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) A 01/14/16: 3 6.00 28.27 131,460 Type 3 Lab 4,650 B 01/18/16: 7 6.00 28.27 167,210 Type 3 Lab 5,910 C 02/08/16: 28 6.00 28.27 203,570 Type 3 Lab 7,200 D 02/08/16: 28 6.00 28.27 205,420 Type 3 Lab 7,270 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 4 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,650 JR 5,910 JR JR 7,230 JR HOLD (see remarks) - 1 ['71 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24190 Curing Method: Standard Time Sampled: 10:50 am Time Batched: 10:36 am Ternp.: Ambient: 37°F Mix: 60°F Unit Weight: 150 #/cu ft Quantity Represented: 10 cu. yds. at 320 cu. yds placed of a 1200 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 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 REPORTAPPLIES ONLY rO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF "II IF QJALI TIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI_D. I HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. 4 10RLuAnce G GEQTECHf11CRl c3mour 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: REPORT: City of Coppell _ REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 5 of 12 Strength Material: Concrete Location: Station 7+50 to 6+75, Sampled: Station 6+75 4,330 JR 5,570 JR Maximum 7,190 Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16: 3 6.00 28.27 122,410 Type 3 B 01/18/16: 7 6.00 28.27 157,615 Type 3 C 02/08/16: 28 6.00 28.27 204,860 Type 3 D 02/08/16: 28 6.00 28.27 201,775 Type 3 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Received: 01/12/2016 Curing Method: Standard Time Sampled: 11:15 am Time Batched: 11:03 am Temp.: Ambient: 411F Mix: 60°F Cure Loc Lab Lab Lab Lab J Type 2 Type 3 Compressive Strength (PSI) 4,330 5,570 7,250 7.140 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 5 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,330 JR 5,570 JR JR 7,190 JR "I Ft I I Type 4 Type 5 Type 6 CONFORMS Slump: 1.75 Inches Air Content: 4.4% Mix Code: 2605 M HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Truck/Ticket No: N/A / 24199 Quantity Represented: 10 cu. yds. at 410 cu. yds. placed of a 1200 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-cccopy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICA) ED AND r0 THE SAMPLE(S) TESTED AND/OR OaSERVED 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 ALLIAnCE GGEOTECNf11C19L 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 6 of 12 Material: Concrete Location: Station 6+75 to 5+00, Sampled; Station 5+00 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 6 of 12 Number of Specimens: 5 Average Strength Tested Maximum By Comments 4,050 Compressive Spec; Age Tested Diameter Area Load JR Cure Strength Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) A 01/14/16: 3 6.00 28.27 114,500 Type 3 Lab 4,050 B 01/18/16: 7 6.00 28.27 151,725 Type 3 Lab 5,370 C 02/08/16: 28 6.00 28.27 185,175 Type 3 Lab 6,550 D 02/08/16: 28 6.00 28.27 192,475 Type 3 Lab 6,810 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 6 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,050 JR 5,370 JR JR 6,680 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 TruCrQ "cket No: N/A (24210 Curing Method: Standard Time Sampled: 12:48 pm Time Batched: 11:42 am Temp.: Ambient: 43°F Mix: 60°F Unit Weight: 147 2 #/cu ft Quantity Represented: 10 cu yds. at 520 cu. yds placed of a 1200 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 (Cop pelI. TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIES ONLY 1011 -IE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE= OF I I IL QUALITIES OF APPARENTLY IDFN1"ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORI S ARE FOR 1 HE EXCLUSIVE USE OF THE ADDRFSSE..D CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. MLLVINCE GEdTECHf i1CML. (3houla 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 7 of 12 Average Material: Concrete Strength Location: Station 5+00 to 4+50, Sampled. Station 4+50 (PSI) By Comments 4,290 4,290 JR 5,630 Maximum JR 6,480 Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (Ibs) Break Type Loc A 01/14/16: 3 6.00 28.27 121,280 Type 3 Lab B 01/18/16: 7 6 00 28.27 159,265 Type 3 Lab C 02/08/16: 28 6.00 28.27 183,290 Type 3 Lab D 02/08/16: 28 600 28.27 190,120 Type 3 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 7of12 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,290 4,290 JR 5,630 5,630 JR 6,480 JR 6,720 6,600 JR Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS HOLD (see remarks) - Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A 124220 Curing Method: Standard Time Sampled: 1:13 pm 'Time Batched: 1:03 pm Temp : Ambient: 43°F Mix: 67°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds. at 620 cu. yds placed of a 1200 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, T X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager T I IIS REPORT'APPI. IES 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. QJALI I IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. rHESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. n ALLIHnCE GEOTECHnICRL 4� 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client; _ REPORT: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 8 of 12 Material: Concrete Location: Station 4+50 to 4+32, Sampled; Station 4+32 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method. See Below Report No: 200898 Page 8 of 12 Number of Specimens: 5 Average Strength Tested (PSI) Maximum 4,770 JR Compressive Spec: Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) A 01/14/16: 3 6.00 28.27 134,850 Type 3 Lab 4,770 B 01/18/16: 7 6.00 2827 156,795 Type 3 Lab 5,550 C 02/08/16: 28 6.00 2827 184,140 Type 3 Lab 6,510 D 02/08/16: 28 600 28.27 186,235 Type 3 Lab 6,590 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method. See Below Report No: 200898 Page 8 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,770 JR 5,550 JR JR 6,550 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site: Date Received: 01/12/2016 Truck/Ticket No: NIAI 24230 Curing Method: Standard Time Sampled: 1:46 pm Time Batched: 1:35 pm Ternp : Ambient: 45°F Mix: 66°F Unit Weight: 148.2 #/cu ft Quantity Represented: 10 cu. yds. at 720 cu. yds. placed of a 1200 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, FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORI" 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 QJALn ILS OF APPARF.NI'I_Y IDFN1 ICAL OR SIMILAR PRODUCTS OR PROCEDURE=S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI=D I I-Ir_"SI REPOR IS ARF FOR I HF GXCIUSIVE_ USE OF IHF ADDRESSED CLIENT AND ARE NOTTO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLiAnce (O"p�j c,EorecrinIcAL aRou 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 9 of 12 Material: Concrete Location: Station 4+32 to 3+50, Sampled, Station 3+50 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method: Report No: Page 9of12 200898 See Below 200898 Number of Specimens: 5 Compressive Average Strength Maximum (PSI) (PSI) Spec Age Tested Diameter Area Load 5,220 Cure Nbr (date : days) (in) (int) (Ibs) Break Type Loc A 01/14/16 : 3 6.00 28.27 123,820 Type 3 Lab B 01/18/16 :7 6.00 28.27 147,710 Type 3 Lab C 02/08/16: 28 6.00 28.27 171,245 Type 3 Lab D 02/08/16: 28 6.00 28 27 177,895 Type 3 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method: Report No: Page 9of12 200898 See Below 200898 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,380 4,380 JR 5,220 5,220 JR 6,060 JR 6,290 6,170 JR v Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Air Content: 5.0% Mix Code: 2605 M HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24239 Curing Method: Standard Time Sampled: 2:06 pm Time Batched: 1:57 pm Ternp.: Ambient: 48°F Mix: 67°F Unit Weight: 148.2 #/cu ft Quantity Represented: 10 cu. yds" at 810 cu. yds. placed of a 1200 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/eeq 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 NOl" NECESSARILY INDICATIVE OF TIiL OJALIT IES OF APPARENTLY IDFN T'ICAI. 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway _Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 10 of 12 Material: Concrete Location: Station 3+50 to 3+00, Sampled; Station 3+00 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 10 of 12 Number of Specimens: 5 Average Strength Tested (PSI) Maximum 3,960 JR Compressive Spec Age Tested Diameter Area Load Cure Strength (PSI) Nbr (date : days) (in) (int) (Ibs) Break Type Loc A 01/14/16: 3 6.00 28.27 111,950 Type 3 Lab 3,960 B 01/18/16: 7 6.00 28.27 144,550 Type 3 Lab 5,110 C 02/08/16: 28 600 28.27 189,270 Type 3 Lab 6,690 D 02/08/16: 28 6.00 28.27 187,135 Type 3 Lab 6,620 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below Report No: 200898 Page 10 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,960 JR 5,110 JR JR 6,660 JR F_­[_�_11 : ­ I Type 5 Type 6 CONFORMS Slump: 1.5 Inches Air Content: 5.1 % Mix Code: 2605 M HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA / 24249 Curing Method: Standard Time Sampled: 2:46 pm rime Batched: 2:34 pm Temp.: Ambient: 48°F Mix: 67°F Unit Weight: 147.2 #/cu ft Quantity Represented: 10 cu. yds at 910 cu yds placed of a 1200 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 /1 Perry C. Kakara, SET, CME Department Mana1ler 11115 REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111. QJAI I I IFS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO EN PERMISSION NOTLD. FIFSE REPORTS ARE FOR THE EXCLUSIVE USE OF TOE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITT 1 RLLififlCE IDCiEOTECHnICf1L 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 Date Sampled: 01/11/2016 Report Date: 02/09/2016 Previously Reported: 01/19/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Southbound Freepport Parkway Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200898 Test Method: See Below TEST RESULTS Report No: 200898 Page 11 of 12 Set: 11 of 12 Material: Concrete Number of Specimens: 5 Location: Station 3+00 to 2+00, Sampled; Station 2+00 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 01/14/16 : 3 6.00 28.27 126,930 Type 3 Lab 4,490 4,490 JR B 01/18/16: 7 6.00 28.27 152,550 Type 3 Lab 5,400 5,400 JR C 02/08/16: 28 6.00 28.27 184,925 Type 3 Lab 6,540 JR D 02/08/16: 28 6.00 28.27 182,640 Type 3 Lab 6,460 6,500 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: 1.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A/ 24259 Curing Method: Standard Time Sampled: 4:03 pm Time Batched: 3:55 pm Ternp.: Ambient: 48°F Mix: 65°F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds. at 1010 cu. yds. placed of a 1200 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 or Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1111S REPORT APPI IES ONLY 10 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 IDENTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI IESE REPORTS ARE FOR 1HE EXCLUSIVE USE OF THE ADDRESSED CL IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAIYCE GGEOTKfifllCfiL C�iOUP 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: 02/09/2016 Previously Reported: 01/19/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 12 of 12 Material: Concrete Location: Station 2+00 to 1+00, Sampled; Station 1+00 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method Report No: Page 12 of 12 200898 — See Below 200898 Number of Specimens: 5 Compressive Average Strength Maximum Tested (PSI) Spec Age Tested Diameter Area Load 5,300 Cure Nbr (date : days) (in) (inz) (lbs) Break Type Loc A 01/14/16: 3 6.00 28.27 122,700 Type 3 Lab B 01/18/16: 7 6.00 28.27 149,760 Type 3 Lab C 02/08/16: 28 6.00 28.27 184,670 Type 3 Lab D 02/08/16: 28 6.00 28.27 189,210 Type 3 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: Test Method Report No: Page 12 of 12 200898 — See Below 200898 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,340 4,340 JR 5,300 5,300 JR 6,530 JR 6,690 6,610 JR HOLD (see remarks) - 1; I I Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A 124269 Curing Method: Standard Time Sampled: 4:36 pm Time Batched: 4:21 pm Temp.: Ambient: 48°F Mix: 66°F Unit Weight: 146.8 #/cu ft Quantity Represented: 10 cu. yds. at 1110 cu. yds. placed of a 1200 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 t� Perry C. Kakara, SET, CME Department Manager 1flls REPORT APPL 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 QJALIT IES OF APPARFN f LY IDEN1 ICAL OR SIMILAR PRODUCTS OR PROCEDURE=S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO 11-1) 1 HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.