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ST0502B- LR160119RLLIRntE 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: 01/19/2016 Previously Reported: 01/15/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Southbound Freepport Parkway Order Number: 1770 Client: City of Coppell 6.00 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 200898 28.27 138,135 Type 3 Test Method: See Below TEST RESULTS Report No: 200898 Page 1 of 12 Set: 1 of 12 Compressive Material: Concrete Location: Station 11+00 to 10+00, Sampled; Station 10+00 Strength Strength Tested Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (Ibs) Break Type A 01/14/16: 3 6.00 28 27 100,640 Type 3 B 01/18/16: 7 6.00 28.27 138,135 Type 3 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Number of Specimens: 5 HOLD (see remarks) - �,•I. 14I�..S ..�I �51��1i 1�',� �._ II N.. -•I r• Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3,0 Inches Transported By: Tiseo Air Content: 2.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/AI 24162 Curing Method: Standard Time Sampled: 9:12 am Time 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, Tx) Attn: Mr Rick O'Dell (1-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 NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 3,560 3,560 JR Lab 4,890 4,890 JR Lab Lab HOLD (see remarks) - �,•I. 14I�..S ..�I �51��1i 1�',� �._ II N.. -•I r• Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3,0 Inches Transported By: Tiseo Air Content: 2.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/AI 24162 Curing Method: Standard Time Sampled: 9:12 am Time 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, Tx) Attn: Mr Rick O'Dell (1-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 NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, RLLIAIYCE GGEOTECNf'IICRL G 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 Date Sampled: 01/11/2016 Report Date: 01/19/2016 Previously Reported: 01/15/2016 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 2of12 Set: 2 of 12 Material: Concrete Location: Station 10+00 to 9+00, Sampled; Station 9+00 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 II I I I J I ff. 11 i•I Type 2 Type 3 Type 4 Type 5 Slump: 2.5 Inches Air Content: 3.6% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,410 JR 4,980 JR HOLD (see remarks) - I I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: NIAI 24170 Curing Method: Standard Time Sampled: 9:55 am Time Batched: 9:35 am Temp.: 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 C138. sampleda Compressive strength testnd ed n C39Air Content was paccordance with er TM 1 143, ASTM C231 and C1064 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 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPAREN FLY IDENTICAL OR SIMII-AR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, Maximum Compressive 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 96,400 Type 3 Lab 3,410 B 01/18/16: 7 6.00 28.27 140,745 Type 3 Lab 4,980 C 02/08/16:28 6.00 28.27 Lab D 02/08/16:28 6.00 28.27 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 II I I I J I ff. 11 i•I Type 2 Type 3 Type 4 Type 5 Slump: 2.5 Inches Air Content: 3.6% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,410 JR 4,980 JR HOLD (see remarks) - I I Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: NIAI 24170 Curing Method: Standard Time Sampled: 9:55 am Time Batched: 9:35 am Temp.: 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 C138. sampleda Compressive strength testnd ed n C39Air Content was paccordance with er TM 1 143, ASTM C231 and C1064 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 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPAREN FLY IDENTICAL OR SIMII-AR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION, ALLIHIYCE GGEOTECHf11CAL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/19/2016 Previously Reported: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 3 of 12 6.00 28.27 D 02/08/16:28 Material: Concrete Location: Station 9+00 to 8+24, Sampled; Station 8+24 4,570 Lab Type 1 Lab Maximum Strength: Spec Age Tested Diameter Area Load 3-6 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 D 02/08/16:28 6.00 28.27 E (PSI) Lab 4,570 Lab Type 1 Lab 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 3of12 Number of Specimens: 5 Average Compressive Cure Strength Loc (PSI) Lab 4,570 Lab 5,680 Lab Lab 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 3of12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,570 JR 5,680 JR HOLD (see remarks) - f V Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.4% Source/Sampled At: Truck I Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 T,--L,/Ticket No: NIAI 24180 Curing Method: Standard Time Sampled: 10:20 am Time 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 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 rO I IiF SAMI'i Fj SJ Tt:STED ANDfOR OBSERWDAND A+iE NOT NECESSARILY INDICATIVE= OF THE OUALIT A IES OF APPAREN FLY IDENTICAL OR SIMM R PRODUCTS OR PROCEOUNI 5, NCM: DO II IFY Ri9txltFSJF.N1 AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO rEO. THESE REPORT S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CI.IFN TAND ARE NrYI ria BL. Itt:PRODUCEO WI1 H0UTWRITIT N PERMISSION. 1 � RLLIfinCE GGEOTKNnICRL 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: 01/19/2016 Previously Reported: 01/15/2016 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 4 of 12 Set: 4 of 12 Compressive Cure Material: Concrete Location: Station 8+24 to 7+50, Sampled, Station 7+50 Lab 5,910 Lab Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16: 3 6.00 28.27 131,460 Type 3 B 01/18/16: 7 6.00 28.27 167,210 Type 3 C 02/08/16: 28 600 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 3.7% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,650 JR 5,910 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: N/A/ 24190 Curing Method: Standard Time Sampled: 10:50 am Time Batched: 10:36 am Temp.: 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 Remarks: Test Method (As Applicable): Unless noted in remarks, C1064 and C138. Compressive concrete strength tewas st) per ed aASTM nd tC39ed n Air Content was paccordance with er 143, ASTIM 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 "HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) tESTLDANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING DUALnY ASS U RANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HE REPRODUCE=D WITHOUT WRTFTE.N PERMISSION. Compressive Cure Strength Loc (PSI) Lab 4,650 Lab 5,910 Lab Lab Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 3.7% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,650 JR 5,910 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: N/A/ 24190 Curing Method: Standard Time Sampled: 10:50 am Time Batched: 10:36 am Temp.: 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 Remarks: Test Method (As Applicable): Unless noted in remarks, C1064 and C138. Compressive concrete strength tewas st) per ed aASTM nd tC39ed n Air Content was paccordance with er 143, ASTIM 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 "HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) tESTLDANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING DUALnY ASS U RANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HE REPRODUCE=D WITHOUT WRTFTE.N PERMISSION. f'7 A�iAnce r�1�,G GEOTECh'8'I101L GHOUr Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/19/2016 Previously Reported: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 5 of 12 Material: Concrete Location: Station 7+50 to 6+75, Sampled; Station 6+75 E Type 1 Type 2 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Received: 01/12/2016 Curing Method: Standard Maximum 11:15 am Time Batched: Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (lbs) Break Type Loc A 01/14/16: 3 6.00 28.27 122,410 Type 3 Lab B 01/18/16: 7 6.00 28.27 157,615 Type 3 Lab C 02/08/16:28 6.00 28.27 Lab D 02/08/16: 28 600 28.27 Lab E Type 1 Type 2 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: 41°F Mix: 60°F 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 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,330 4,330 JR 5,570 5,570 JR Type 3 Type 4 Slump: 1.75 Inches Air Content: 4.4% Mix Code: 2605 M HOLD (see remarks) - Type 5 Type 6 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 C1064 and C138. Compressive strength test l per ed aASTM nd tC39ed n accordance with ASTM 1 143, Air Content was per ASTMC231 and cylinders were not capped per ASTM C617 Orig: City of Copp ell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 'I "HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I iF OUAI_rr IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO Nor FD. THESE REPORTS. ARE. FOR THE EXCLUSIVE= USE OF I HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLINnCE GEOTECYifIICRL 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: 01/19/2016 Previously Reported: 01/15/2016 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 6 of 12 Set: 6 of 12 Compressive Material: Concrete Location: Station 6+75 to 5+00, Sampled; Station 5+00 Lab 4,050 Lab Maximum Lab Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (lbs) Break Type A 01/14/16: 3 6.00 28.27 114,500 Type 3 B 01/18/16 7 6.00 28.27 151,725 Type 3 C 02/08/16: 28 600 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 P r '~I �r5s1t'� 1'� _11 l Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 4.0% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,050 JR 5,370 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: NIAI 24210 Curing Method: Standard 1"ime Sampled: 12:48 pm dime 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 C1064 and C138. Compressive strength testi pered ASTM testednd n accordance with ASTM 1 143, ASTMC39Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig City of Coppell (Cop pell, TX)Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TI11S REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICA) ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OI - THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI WSE REPORTS ARE FOR TI IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.. Compressive Cure Strength Loc (PSI) Lab 4,050 Lab 5,370 Lab Lab P r '~I �r5s1t'� 1'� _11 l Type 2 Type 3 Type 4 Type 5 Slump: 1.0 Inches Air Content: 4.0% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,050 JR 5,370 JR HOLD (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 TrucklTicket No: NIAI 24210 Curing Method: Standard 1"ime Sampled: 12:48 pm dime 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 C1064 and C138. Compressive strength testi pered ASTM testednd n accordance with ASTM 1 143, ASTMC39Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig City of Coppell (Cop pell, TX)Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager TI11S REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICA) ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OI - THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. TI WSE REPORTS ARE FOR TI IE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.. f nLLInNCE GEOTECHNICPIL c1hour Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date. 01/19/2016 Previously Reported: 01/15/2016 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 Compressive Material: Concrete Location: Station 5+00 to 4+50, Sampled; Station 4+50 (PSI) Lab 4,290 Maximum 5,630 Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16: 3 6.00 28 27 121,280 Type 3 B 01/18/16: 7 6.00 28.27 159,265 Type 3 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 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 7 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,290 JR 5,630 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 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/AI 24220 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. Orig: Ci(y of Coppell (Coppell, TX) At(n: Mr Rick O'Dell (1 -Cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 ITIS 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 APPARENTT_Y IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Compressive Cure Strength Loc (PSI) Lab 4,290 Lab 5,630 Lab Lab 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 7 of 12 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,290 JR 5,630 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 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/AI 24220 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. Orig: Ci(y of Coppell (Coppell, TX) At(n: Mr Rick O'Dell (1 -Cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 ITIS 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 APPARENTT_Y IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Rl_Llfif'ItE GGEOTECHhICfiL 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: 01/19/2016 Previously Reported: 01/15/2016 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 8 of 12 Set: 8 of 12 Compressive Material: Concrete Location: Station 4+50 to 4+32, Sampled: Station 4+32 Lab 4,770 Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in') (Ibs) Break Type A 01/14/16: 3 6.00 28.27 134,850 Type 3 B 01/18/16: 7 6.00 28.27 156,795 Type 3 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 �1I1''•. Ili Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 4-2% Mix Code: 2605 M Number of Specimens: 5 Average Compressive Cure Strength Loc (PSI) Lab 4,770 Lab 5,550 Lab Lab �1I1''•. Ili Type 2 Type 3 Type 4 Slump: 1.0 Inches Air Content: 4-2% Mix Code: 2605 M Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,770 JR 5,550 JR HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: NIA/ 24230 Curing Method: Standard Time Sampled: 1:46 pm Time Batched: 1:35 pm Temp.: 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): C1064 and C138. Compressive strength test) per ed aASTM nd tC39ed n Air Content was paccordance with er TIM 1 143. Unless noted in remarks, concrete was 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 IT HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TEST ED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF II IF QUALI FIFS OF APPARENTLY IDFNTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT FD. T"HESE REPORTS ARE FOR TI IF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAnCE GEOTECHnICfiL � GftOUP 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: 01/19/2016 Previously Reported: 01/15/2016 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 9 of 12 Set: 9 of 12 Material: Concrete Number of Specimens: 5 Location: Station 4+32 to 3+50, Sampled, Station 3+50 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength (PSI) Strength Tested (PSI) By Nbr (date : days) (in) (in') (Ibs) Break Type Loc Comments A 01/14/16: 3 6.00 28.27 123,820 Type 3 Lab 4,380 4,380 JR B 01/18/16: 7 6.00 2827 147,710 Type 3 Lab 5,220 5,220 JR C 02/08/16:28 6.00 28.27 Lab D 02/08/16:28 6.00 28.27 Lab HOLD (see remarks) - E-. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site T k/T'Iket No: N/A / 24239 Date Received: 01/12/2016 ruc c Curing Method: Standard Time Sampled: 2:06 pm Time Batched: 1:57 pm Temp.: 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. onq City of Coppell (Coppell, TX) Alin: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group -1 1 AA __ �14_ Perry C. Kakara, SET, CME Department Manager 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 "I 11E OUAI (TIES OF APPAREN I I -Y IDENIICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DOIHEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI ED I HESE_ REPORTS ARE FOR THE EXCLUSIVE USE OF THE. ADDRESSED CI TENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. I 19LL11INCE 4P 7 GEOTECH` ICI iL GROur Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/19/2016 Previously Reported: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: REPORT: City of Coppell 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 Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 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 6.00 28.27 Lab D 02/08/16: 28 600 28.27 Lab E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Slump: 1.5 Inches Air Content: 5.1% Mix Code: 2605 M 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 �� I Type 5 Type 6 HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/A / 24249 Curing Method: Standard Time Sampled: 2:46 pm Time 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. Orig: City of Coppell (Coppell, TX) Alln: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORTAPPLIFS ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF l HE QUAL IT IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, T HESE REPORTS ARE EOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.. RLLiAnce GGEOTKFif11CRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/19/2016 Previously Reported: 01/15/2016 Project: Freeport Parkway North Location: Southbound Freepport Parkway Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/11/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 200898 Test Method: See Below TEST RESULTS Report No: 200898 Page 11 of 12 Set: 11 of 12 Compressive Average Material: Concrete Location: Station 3+00 to 2+00, Sampled; Station 2+00 Loc (PSI) (PSI) By Comments Lab Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (int) (Ibs) Break Type A 01/14/16: 3 6.00 28.27 126,930 Type 3 B 01/18/16: 7 6.00 28.27 152,550 Type 3 C 02/08/16:28 6.00 28.27 D 02/08/16:28 6.00 28.27 E Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Number of Specimens: 5 Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/Al 24259 Curing Method: Standard Time Sampled: 4:03 pm Time Batched: 3:55 pm Temp.: 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 Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) At(m Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1"HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF "I HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AIJD ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 4,490 4,490 JR Lab 5,400 5,400 JR Lab Lab Type 3 Type 4 Type 5 Type 6 HOLD (see remarks) - Slump: 1.0 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605 M Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: N/Al 24259 Curing Method: Standard Time Sampled: 4:03 pm Time Batched: 3:55 pm Temp.: 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 Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) At(m Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1"HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF "I HE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AIJD ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLiAnce (qpG GEOTECNf11CRL GROU Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 01/19/2016 Previously Reported: 01/15/2016 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 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 12 of 12 Number of Specimens: 5 Compressive Average Strength Strength Tested Maximum (PSI) By Comments 4,340 Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (int) (lbs) Break Type Loc A 01/14/16: 3 6.00 28.27 122,700 Type 3 Lab B 01/18/16: 7 6.00 28.27 149,760 Type 3 Lab C 02/08/16: 28 6.00 2827 Lab D 02/08/16:28 6.00 28.27 Lab E 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 12 of 12 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,340 4,340 JR 5,300 5,300 JR Type 1 Type 2 Type 3 Type 4 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Slump: 1.0 Inches Air Content: 3-6 Air Content: 4.4% Mix Code: 2605 M HOLD (see remarks) - Type 5 Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/12/2016 Truck/Ticket No: IN 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. Orig. City of Coppell (Coppell, IX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 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 THE QUALITIES OF APPARENTLY IDENTICAI OR SIMILAR PRODUCIS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE RF -POR TS ARE FOR TI IF LXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION,