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ST0502B- LR160208 (2)ALLIfifICE GGEOTECHnlCRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Project: Freeport Parkway North Location: Rebar Inspection - Concrete - 50yds Client: City of Copp ell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 02/04/2016 Sampled By: Burtsell, Lloyd By Order Of: Walter Order Number: 1770 Number of Specimens: 4 LAB NO: 202974 Test Method: See Below Quantity Represented: 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 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 QUAL I FIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO l HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOl ED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF l HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION TEST RESULTS Report No: 202974 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 02/07/16 : 3 6.00 28.27 71,460 Type 3 Lab 2,530 2,530 JR B 02/11/16:7 6.00 28.27 Lab C 03/03/16:28 6.00 28.27 Lab D 03/03/16:28 6.00 28.27 Lab l l I l i I' ` I l Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: Slump: Slump: Transported By: Air Content: Air Content: NA Source/Sampled At: Mix Code: Plant: Truck/Ticket No: Curing Method: Time Sampled: Time Batched: Temp.: Ambient: Mix: Quantity Represented: 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 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 QUAL I FIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO l HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOl ED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF l HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION f)LUnNCE 0f_0TECHri1CF1L (3hour Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2015 Project: Freeport Parkway North Location: Misc. Concrete Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Date Sampled: 02/02/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202715 Test Method: See Below Report No: 202715 Page 1 of 2 Set: 1 of 2 Material: Concrete Number of Specimens: 5 Location: Approach slab on west side of Freeport Parkway at Stations 15+25, 17+75, and 22+55, Sampled; Station 15+25 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments A 02/05/16: 3 6.00 28.27 91,515 Type 3 Lab 3,240 3,240 B 02/09/16:7 6.00 28.27 Lab C 03/01/16:28 6.00 28.27 Lab D 03/01/16:28 6.00 28.27 Lab E HOLD (see remarks) - IJ - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 4.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck I Center Mix Code: 2605H Plant: On-SitE) Date Received: 02/03/2016 Truck/Ticket No: N/A / 24838 Curing Method: Standard Time Sampled: 7:45 am Time Batched: 7:13 am Temp.: Ambient: 45°F Mix: 63°F Unit Weight: 146.3 #/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 f Perry C. Kakara, SET, CME Department Manager I HIS REPOR r APPI IFS ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) FES FED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TIF OJAI IVES OF APPARENILY IDFN IICAt- OR SIMILAR PRODUCI S OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FED. THESE REPORTS ARE FOR THE I-XCLUSIVE USE or THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIFllYCF GGEOTKF1f11CfiL UROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2015 Project: Freeport Parkway North Location: Misc. Concrete Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 02/02/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202715 Test Method: See Below TEST RESULTS Report No: 202715 Page 2 of 2 Set: 2 of 2 Material: Concrete Number of Specimens: 4 Location: Inlets on Freeport Parkway at Stations 29+51, 20+21, and 17+77, Sampled; Station 29+51 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments A 02/09/16: 7 600 2827 Lab B 03/01/16: 28 6.00 2827 Lab C 03/01/16:28 6.00 28.27 Lab D HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,200 psi @ 28 days Slump: 3-5 Slump: 5.0 Inches Transported By: Redi-Mix Air Content: 3-6 Air Content: 3.3% Source/Sampled At: Truck / Center Mix Code: 1 OM21524 Plant: 259 Date Received: 02/03/2016 Truck/Ticket No: 1198 125240346 Curing Method: Standard Time Sampled: 11:45 am Time Batched: 10:42 am Ternp.: Ambient: 63°F Mix: 66°F Unit Weight: 139.8 #/cu ft Quantity Represented: 10.0 cu. yds at 10.0 cu. yds. placed of a 10.0 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 I ITIS REPORT APPLIES ONLY 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 111E QJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOIUD, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALuAnce C� G GEOTECHnICfiL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Previously Reported- 02/01/2016 Project: Freeport Parkway North Location: Misc Concrete Client REPORT: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/29/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202482 Test Method: See Below TEST RESULTS Report No: 202482 Page 1 of 6 Set: 1 of 6 Material: Concrete Number of Specimens: 4 Location: Inlet Freeport Parkway at Stations 17+77, 10+31, and 8+32, Sampled; Station 17+77 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) By Comments A 02/05/16: 7 6,00 28.27 134,950 Type 3 Lab 4,770 4,770 JR B 02/26/16:28 6.00 28.27 Lab C 02/26/16: 28 6.00 2827 Lab D HOLE) (see remarks) - 1 4 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,200 psi @ 28 days Slump: 3-5 Slump: 4.0 Inches Transported By: Redi-Mix Air Content: 3-6 Air Content: 4.1% Source/Sampled At: Truck / Center Mix Code: 10M21524 Plant: 136 Date Received: 01/30/2016 Truck/Ticket No: 1002125237603 Curing Method: Standard Time Sampled: 10:45 am Time: Batched: 9:46 am Temp : Ambient: 66'F Mix: 66°F Unit Weight: 138 9 #/cu ft Quantity Represented: 10.0 cu. yds. at 10.0 cu, yds. placed of a 10.0 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 CoppeII (Cop peII,JX) Attn: Mr, Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 11115 RI=PORT APPLIFS ONI Y TO THE S [AN DARDS OR PROCEDURES INDICATED AND 10 11 IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF -11-IE QUA MFS OF APPAREN'1I.Y IDEN-i ICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO 1 HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. I I II -SE REPORTSARE POR THF FXCI.USIVF USE 01 IT IF ADDRESSED CI IFNs AND ARE NOT TO BE REPRODUCED WITHOUT WRITT EN PERMISSION ALLIfifICE 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 Report Date: 02/08/2016 Previously Reported: 02/01/2016 Project: Freeport Parkway North Location: Misc, Concrete Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/29/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202482 Test Method See Below TEST RESULTS Report No: 202482 Page 2 of 6 Set:: 2 of 6 Material: Concrete Number of Specimens: 5 Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled; Station 29+30 Maximum Compressive Average Spec h Nbr A B C D E Age Tested Diameter Area Load Cure Strength Strengt Tested (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments 02/01/16: 3 6.00 28.27 140,920 Type 3 Lab 4,980 4,980 JR 02/05/16: 7 6.00 28.27 151,125 Type 3 Lab 5,340 5.340 JR 02/26/16:28 6.00 28.27 Lab 02/26/16: 28 6 00 28 27 Lab Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1.5-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Slump: 1.5 Inches Air Content: 4.3% Mix Code: 2605M HOLE) (see remarks) - Type 6 Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Date Received: 01/30/2016 Truck/Ticket No: N/A / 24648 Curing Method: Standard Time Sampled: 7:30 am Time Batched: 7:15 am Temp.: Ambient: 39'F Mix: 55'F Unit Weight: 141.7 #/cu ft Quantity Represented: 10.0 cu, yds, at 10.0 cu. yds placed of a 10.0 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, I X) Attn: Mr Flick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1-1 118 REPORT APPLIES ONLY 10 THE STANDARDS OR PROCEDURES INDICATED AND "IO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Or - I [IF OUAI 11 -IFS OF APPAREN N Y (DENT ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO I HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOl FD 11 IFSF REPORTS ARE FOR THE EXCLUSIVE USE 01= THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLuAnce GGFOTECHfIlCRL GROUP Acct ID: 1770 Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/01/2016 Project: Freeport Parkway North Location: Misc. Concrete Client: REPORT City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/29/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202482 Test Method. See Below TEST RESULTS Report No: 202482 Page 3 of 6 Set:: 3 of 6 Material: Concrete Number of Specimens: 5 Location: Northbound Freeport Parkway at Station 29+40 to 15+73, (hand paving), Sampled; Station 26+30 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) By Comments A 02/01/16: 3 6.00 28.27 82,870 Type 3 Lab 2,930 2,930 JR B 02/05/16: 7 6.00 28.27 86,055 Type 3 Lab 3,040 3,040 JR C 02/26/16:28 6.00 28.27 Lab D 02/26/16:28 6.00 28.27 Lab E jj HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 5.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 2605H Plant: On -Site Date Received: 01/30/2016 Truck/Ticket No: N/A / 24659 Curing Method: Standard Time Sampled: 9:00 am Time Batched: 8:25 am Temp: Ambient: 52°F Mix: 59°F Unit Weight: 140.3 #/cu ft Quantity Represented: 6.0 cu. yds. at 6.0 cu. yds. placed of a 18,0 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. Orifi: City of Coppell (Copp ell, rX) Attm Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group I Perry C. Kakara, SET, CME Department Manager 11IIS RFPOR I APPI_IFS ONI Y 10 11 IF STANDARDS OR PROCEDURES INDICAI ED AND 10 THE IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARII_Y INDICA I VEOI I I.IF QUA[ I I II=S OF APPARENT I Y I0EN1 ICAL OR SIMILAR PRODUC IS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE. PROGRAM UNLESS SO NO ED f I II=SE RFPORI S ARE FOR 11 IF, EXCI USIVF USF OI i HF ADDRFSSED CI IENI AND ARF. NO1 TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLuAnce GEOTECHt'IlCRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/01/2016 Project: Freeport Parkway North Location: Misc. Concrete Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Date Sampled: 01/29/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: Test Method Report No: Page 4 of 6 202482 See Below 202482 Selz: 4 of 6 Material: Concrete Number of Specimens: 5 Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled; Station 23+60 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (int) (lbs) Break Type Loc (PSI) (PSI) By Comments A 02/01/16: 3 6.00 28.27 108,865 Type 3 Lab 3,850 3,850 JR B 02/05/16: 7 6.00 28.27 131,135 Type 3 Lab 4,640 4,640 C 02/26/16:28 6.00 28.27 Lab D 02/26/16:28 6.00 28.27 Lab E HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1,5-3 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/30/2016 Truck/Ticket No: N/A/ 24673 Curing Method: Standard Time Sampled: 10:15 am Time Batched: 9:55 am Temp : Ambient: 65°F Mix: 66°F Unit Weight: 143 6 #/cu ft Quantity Represented: 10.0 cu. yds. at 10.0 cu. yds. placed of a 120.0 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, Onq: City of Coppell (Coppell, rX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager H IIS RFPORI APPLIES ONI Y 10 TI IF STANDARDS OR PROCEDURES INDICAT FD AND 10 T I IF SAMPI F(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARII Y INDICAI IVF OF H IF OUAI I I If S OI APPAREN It Y IDFN I ICA( OR SIMII AR PRODUCI S OR PROCEDURFS, NOR DO 1 I IEY REPRESFNI AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO 110I ED II IFSF RFPORI S ARI- FOR I I II- FXCL USIVI- USF OI If IF ADDRESSED CLIENT AND ARF NOI TO 13F REPRODUCED WITHOUT WRITTEN PERMISSION ALuAnce GEOTECFIIYlCRL GROUP Acct ID: 1770 Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Report Date: 02/08/2016 Previously Reported: 02/01/2016 Project: Freeport Parkway North Location: Misc, Concrete Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 01/29/2016 Sampled By: Skariah, Jay By Order Of: Walter Order Number: 1770 LAB NO: 202482 Test Method. See Below ---.-..- ----- TEST RESULTS Report No: 202482 Page 5 of 6 Set: 5 of 6 Material: Concrete Number of Specimens: 5 Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled, Station 20+40 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) By Comments A 02/01/16: 3 6.00 28.27 104,740 Type 3 Lab 3,700 3,700 JR B 02/05/16: 7 600 28.27 136,070 Type 3 Lab 4,810 4,810 C 02/26/16: 28 6 00 28.27 Lab D 02/26/16:28 6.00 28.27 Lab E HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1.5-3 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.3% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/30/2016 Truck/Ticket No: N/A/ 24685 Curing Method: Standard Time Sampled: 12:30 pm Time Batched: 11:56 am Temp.: Ambient: 7 Y Mix: 67°F Unit Weight: 151.6 #/cu ft Quantity Represented: 10.0 cu. yds. at 10.0 cu, yds. placed of a 236.0 cu. yd, total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, 0143, 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 Coppoll (Coppell, I X) Attn: Mr Flick O'Doll (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group r ` t1 ' iff Perry C, Kakara, SET, CME Department Manager 111 IS RI_ PORI APPLIFS ONLY 10 THE S IAN DARDS OR PROCEDURES INDICATED AND 10 1 HF SAMPI E(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I I1E OUAI I I WS OF APPARF_NII Y IOFNI ICA[ OR SIMM AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENI AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI FD TI IFSF RFPORI S ARE FOR THE EXCLUSIVE_ USF OF I HF- ADDRESSED CL IEN i AND ARE NOI TO BE REPRODUCED WITHOUT WRITTEN PERMISSION nLuAnce �GG GEOTECHnlCRL 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: 01/29/2016 Report (Date: 02/08/2016 Previously Reported: 02/01/2016 Sampled By: Skariah, Jay Project: Freeport Parkway North By Order Of: Walter Location: Misc. Concrete Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 202482 Test Method See Below TEST RESULTS Report No: 202482 Page 6 of 6 Set:: 6 of 6 Material: Concrete Number of Specimens: 5 Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled; Station 17+90 Maximum Compressive Average Spoc Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) By Comments A 02/01/16: 3 6.00 28.27 109,265 Type 3 Lab 3,860 3,860 JR B 02/05/16: 7 6.00 28.27 140,820 Type 3 Lab 4,980 4,980 JR C 02/26/16: 28 6.00 28 27 Lab D 02/26/16: 28 6.00 28 27 Lab E HOLD (see remarks) - ��- Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1-5-3 Slump: 2.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/30/2016 Truck/Ticket No: N/A / 24698 Curing Method: Standard Time Sampled: 2:00 pm Time Batched: 1:30 pm Temp.: Ambient: 73'F Mix: 68°F Unit Weight: 149.8 #/cu ft Quantity Represented: 10.0 cu. yds. at 10.0 cu. yds. placed of a 274.0 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. Orio: City of Coppell (Coppoll, I X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1111S REI'ORI APPI IES ONI Y 10 FHF STANDARDS OR PROGEDURFS INDICATED AND TO T HE SAMPI.F(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICAI-IVE OF H IF OUAI 11 -IFS 01- APPAliEN 1I Y IDFN I ICAI OR SIMII AR PRODUC I S OR PROCEDURES, NOR DO I HEY RFPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI FD I I II -SF. RFPORFS ARE POR III[-. F.XCLUSIVF USE 01 1HE ADDRFSSFD CI TENT AND ARF NOT TO BE REPRODUCED WITHOU T WRI TTEN PERMISSION ALuAnce GEOTECNtyICRL 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: 02/08/2016 Previously Reported: 02/03/2016 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 Set: 1 of 4 Location: Station 29+20 TEST RESULTS Material: Concrete LAB NO: 202484 Test Method: See Below Report No: 202484 Page 1 of 4 Number of Specimens: 5 Date Received: 01/31/2016 Truck/Ticket No: N/A/ 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. Oriq City of Coppoll (Coppell, r X) 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 1111- OJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTLD. I HESE REPOR rS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND 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) (inl) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 02/02/16: 3 6.00 2827 88,410 Type 3 Lab 3,130 3,130 JR B 02/06/16: 7 6.00 28.27 100,220 Type 3 Lab 3,540 3,540 JR C 02/27/16: 28 6.00 2827 Lab D 02/27/16: 28 6.00 2827 Lab E 05/08/16:99 6.00 28.27 Lab >. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 5.0 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck I Center Mix Code: 2605H Plant: On -Site Date Received: 01/31/2016 Truck/Ticket No: N/A/ 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. Oriq City of Coppoll (Coppell, r X) 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 1111- OJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTLD. I HESE REPOR rS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLiAnce GEOTKHfIICRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acci ID: 1770 File No: C15-0812 Date Sampled: 01/30/2016 Report Date: 02/08/2016 Previously Reported: 02/03/2016 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 TEST RESULTS Report No: 202484 Page 2 of 4 Set: 2 of 4 Material: Concrete Number of Specimens: 5 Location: Station 25+70 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 02/02/16: 3 600 28.27 82,815 Type 3 Lab 2,930 2,930 JR B 02/06/16: 7 6.00 28.27 88,325 Type 3 Lab 3,120 3.120 JR C 02/27/16: 28 6.00 2827 Lab D 02/27/16: 28 6.00 2827 Lab EHOLD (see remarks) - ,� ,I_i.T 1. 71 r. -r-..- Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 5 0 Inches Transported By: Tiseo Air Content: 3-6 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/ 24727 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. Oriq: City of Coppell (Coppell, TX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group J / Perry C. Kakara, SET, CME Department Manager I HIS REPORT APPLIES ONLY 1-0 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QJAL Ii IES OF APPARENT I IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORI S ARE FORT I fl- EXCLUSIVE_ USE OF THE ADDRESSED CLILNI AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION. n RLLIfinCE GEOTECNnICRL � 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: 02/08/2016 Previously Reported: 02/03/2016 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 Set: 3 of 4 Location: Station 22+10 Spec: Nbr A B C D E Age Tested (date : days) 02/02/16: 3 02/06/16: 7 02/27/16: 28 02/27/16: 28 TEST RESULTS Material: Concrete Maximum Load (lbs) 115,980 121,535 Diameter Area Strength Strength Tested Cure (in) (int) 4,100 JR 4,300 Loc 6.00 28.27 Lab 6.00 28.27 Lab 6.00 28.27 Lab 6.00 28.27 Lab Break Type Type 3 Type 3 Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME LAB NO: 202484 Test Method: See Below Report No: 202484 Page 3 of 4 Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 4,100 4,100 JR 4,300 4,300 JR HOLD (see remarks) - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 3,600 psi @ 28 days Slump: 1.5-3 Slump: 1.5 Inches Transported By: Tiseo Air Content: 3-6 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 Time 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. Ong Cily of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Department Manager 1HI5 REPORT APPLIES ONLY TO I HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF IHL UUALI LIES OF APPARENTLY IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, !HESE REPORTS ARE FOR !HE EXCLUSIV I USE OF 7HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. GRLLIAfICE GGEOTECNnICRI. GftOVP 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: 02/08/2016 Previously Reported: 02/03/2016 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 TEST RESULTS Set: 4 of 4 01/31/2016 Curing Method: Material: Concrete Time Sampled: 12:00 pm Location: Station 19+50 Temp.: Ambient: Mix: 66°F Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (in') (Ibs) Break Type Loc (PSI) A 02/02/16 3 6.00 28.27 117,920 Type 3 Lab 4,170 B 02/06/16: 7 600 28.27 123,500 Type 3 Lab 4,370 C 02/27/16: 28 600 28.27 Lab D 02/27/16: 28 600 28 27 Lab E /I 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 rime Batched: 11:26 am Temp.: Ambient: Mix: 66°F LAB NO: 202484 Test Method. See Below Report No: 202484 Page 4 of 4 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,170 JR 4,370 JR HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 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 ASTM C31, 0172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orlg: City of Coppell (CoppolI, TX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager T Iis REPORTAPPLIES ONLY TO 1 HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE OJALI TIES OF APPAREN TI_Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO n Il, THESE REPORTS ARF FOR THE EXCLUSIVE= USE OF 1 HE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.