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ST0502B- LR160215n RLLIfiIYCE GEOTECHCIICRL � 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client. City of Coppell _ REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 1 of 18 Location: Station 29+50 Spec; Age Tested Nbr (date : days) A 01/18/16: 3 B 01/22/16:7 C 02/12/16:28 D 02/12/16:28 E 09/04/40:8,999 TEST RESULTS Material: Concrete Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Maximum Cure Strength Diameter Area Load Lab 3,750 (in) (int) (Ibs) Break Type 6.00 28.27 105,910 Type 3 6.00 28.27 114,938 Type 3 6.00 28.27 147,920 Type 2 6.00 28,27 150,070 Type 2 6 00 28.27 t 11 I\ Type 1 Type 2 Type Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 1 of 18 Number of Specimens: 5 Average Compressive Cure Strength Loc (PSI) Lab 3,750 Lab 4,070 Lab 5,230 Lab 5,310 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 1 of 18 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,750 JR 4,070 MM JR 5,270 Lab 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 7.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A124279 Curing Method: Standard Time Sampled: 7:20 am Time Batched: 7:02 am Temp : Ambient: 46'F Mix: 59'F Unit Weight: 140.6 #/cu ft Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 780 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, FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I I HIS REPORT ADPL IES ONLY TO THF. STANDARDS OR PROCEDURES IND[CN ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OI THI= OJAI IT IFS OF APPARFNTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO T HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT[ D. I HEST REPORI S ARE FOR TI IF EXCLUSIVE USE OF T HF ADDRESSED CI IFN I AND ARE. NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION AtLiAnce GGEOTKHnlCFlL 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: 02/15/2016 Previously Reported: 01/25/2016 Project. Freeport Parkway North Location: Paving Client REPORT: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 2 of 18 Location: Station 28+50 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16: 3 600 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 2827 E Type 3 Lab 4,380 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 2 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By 107,765 Type 3 Lab 3,810 3,810 JR 123,840 Type 3 Lab 4,380 4,380 MM 165,045 Type 3 Lab 5,840 JR 160,920 Type 5 Lab 5,690 5,760 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - It:'I�t,I Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 2.0 Inches Transported By: Tiseo Air Content: 4.6% Source/Sampled At: Truck ! Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A 124291 Curing Method: Standard Time Sampled: 8:05 am Time Batched: 7:44 am Ternp,: Ambient: 46'F Mix: 62°F Unit Weight: 145.7 #/cu ft Quantity Represented: 6 cu. yds. at 132 cu, yds placed of a 780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI C31, C172, C143, C1064 and C138 Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig Cily of Copp oII (Cop pelI, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1141S REPORT APPL IES ONLY TO IHE SIANOARDS OR PROCEDURES INDICAI ED AND FO THE SAMPLE(S) I ES TED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of I E OJAI I I IES OF APPARI NT I Y IDEM ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO] 17) I HI.SE REPORTS ARF FOR I IIF. LXCI USIVE USE OFTl IF ADDRESSED CLIEN I AND ARE NOI TO BE REPRODUCED WITHOUT WRITTEN PERMISSION AtLiAnce 4DGEOTECFit11CfiL GFiOUP 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving _Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 3 of 18 Location: Station 27+78.29 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Type 3 Lab 4,920 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 3 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 114,050 Type 3 Lab 4,030 4,030 JR 139,150 Type 3 Lab 4,920 4,920 MM 173,440 Type 4 Lab 6,130 JR 177,910 Type 4 Lab 6,290 6,210 JR HOLD (see remarks) - I y+. Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 5.0% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site: Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24301 Curing Method: Standard Time Sampled: 8:30 am Time Batched: 8:11 am Temp.: Ambient: 47°F Mix: 61°F Unit Weight: 145 2 #/cu ft Quantity Represented: 10 cu yds. at 230 cu yds, placed of a 780 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 111 Perry C. Kakara, SET, CME Department Manager I 111 REPORT APPI IFS ONI Y 10 11 IL STANDARDS OR PROCEDURES INDICAT FD AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF T HE QUALIT IES OF APPARENTLY IDENT ICA[ OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTFII. I HUSF REPORTS ARE FOR THE F_XCLUSIVE USF OF THF_ ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIPInCE 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 4 of 18 Location: Station 26+89 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28-27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Lab 5,060 5,060 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 4 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 122,400 Type 3 Lab 4,330 4,330 JR 143,095 Type 3 Lab 5,060 5,060 MM 179,260 Type 3 Lab 6,340 JR 176,420 Type 5 Lab 6,240 6,290 JR . lyl Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 5.1 % Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24311 Curing Method: Standard Time Sampled: 8:55 am rime Batched: 8:36 am Temp.: Ambient: 49°F Mix: 61°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu. yds, at 330 cu. yds placed of a 780 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 Coppoll (Coppell, 1 X) Alln Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1111S DEPORT APPI IPS ONI Y TO FI -IF. STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE= OF TFII_ OJAI.IT IFS OP APPAR[ N FI Y IDPNTICAI OR SIMIIAR PRODUCTS OR PROCEOURFS. NOR DOIHEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI A 1 I II:SE REPORTS ARL FOR THE FXCI USIVE USE OF THE ADDRESSED CI IFN I AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. MuAnce (�GG GEOTECHnICRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: REPORT: City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 5 of 18 Location: Station 26+00 Spec= Nbr A B C D E TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 5 of 18 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 48% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site: Date Received: 01/16/2016 Truck/Ticket III N/A/ 24322 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 9:07 am Temp.: Ambient: 49°F Mix: 62°F Unit Weight: 145,8 #/cu ft Quantity Represented: 10 cu. yds. at 440 cu. yds. placed of a 780 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 Clly 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 1 HIS REPORT APPLIES ONI Y 10 FFIF STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICArIVE OF THE QJAI.ITIF--S OF APPARI Nil Y IDFNTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, TI-IESE REPORTS ARE FOR 11 It- C XCI USIVF USE OF 11 IF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) By 01/18/16 .3 6.00 28.27 127,150 Type 3 Lab 4,500 4,500 JR 01/22/16: 7 6.00 28.27 148,100 Type 3 Lab 5,240 5,240 MM 02/12/16: 28 6.00 28.27 179,325 Type 4 Lab 6,340 JR 02/12/16: 28 6.00 2827 178,995 Type 4 Lab 6,330 6,340 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 48% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site: Date Received: 01/16/2016 Truck/Ticket III N/A/ 24322 Curing Method: Standard Time Sampled: 9:35 am Time Batched: 9:07 am Temp.: Ambient: 49°F Mix: 62°F Unit Weight: 145,8 #/cu ft Quantity Represented: 10 cu. yds. at 440 cu. yds. placed of a 780 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 Clly 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 1 HIS REPORT APPLIES ONI Y 10 FFIF STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICArIVE OF THE QJAI.ITIF--S OF APPARI Nil Y IDFNTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, TI-IESE REPORTS ARE FOR 11 It- C XCI USIVF USE OF 11 IF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. nLUnriCE $ , OEOTECHrilUIL Chow' Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 7524.7 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 6 of 18 Location: Station 25+50 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01118/16:3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16: 28 600 28.27 E Type 3 Lab 5,610 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 6of18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By 139,175 Type 3 Lab 4,920 4,920 JR 158,705 Type 3 Lab 5,610 5,610 MM 184,605 Type 5 Lab 6,530 JR 186,720 Type 5 Lab 6,600 6,570 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Air Content: 3.9% Mix Code: 2605M Comments HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Crate Received: 01I16I2016 Truck/Ticket No: N/A / 24329 Curing Method: Standard Time Sampled: 9:45 am Time Batched: 9:24 am Temp.: Ambient: 51°F Mix: 63°F Unit Weight: 147.9 #/cu ft Quantity Represented: 10 cu. yds. at 510 cu. yds. placed of a 780 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 Coppoll (Coppell, TX) Attn: Mr Rick O'Dell (1 -CC Copy) Respectfully Submitted, Alliance Geotechnical Group r Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. l HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. AuiAnce u-EorernrncAL GR UP 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client REPORT City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 7 of 18 Location: Station 24+98.11 Spec Age Tested Diameter Nbr (date : days) (in) A 01/18/16:3 6.00 B 01/22/16: 7 600 C 02/12/16:28 6.00 D 02/12/16:28 6.00 E (PSI) By Comments TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 7 of 18 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Air Content: 4.0% Mix Code: 2605M HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Crate Received: 01/16/2016 Truck/Ticket No: N/A/ 24,540 Curing Method: Standard Time Sampled: 10:30 am Time Batched: 9:55 am Temp.: Ambient: 50°F Mix: 63°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu. yds. at 620 cu yds placed of a 780 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 Coppoll (Coppell, FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORTAPPI IES ONI Y TO I HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of- HIT f-f fIG O'JAI ITIFS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI.1). 11IFSF REPORTS ARE I -OR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Average Area Load Cure Strength Strength Tested (int) (lbs) Break Type Loc (PSI) (PSI) By Comments 28.27 112,095 Type 3 Lab 3,960 3,960 JR 28.27 154,995 Type 3 Lab 5,480 5,480 MM 2827 187,525 Type 3 Lab 6,630 JR 28.27 189,040 Type 2 Lab 6,690 6,660 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.0 Inches Air Content: 4.0% Mix Code: 2605M HOLD (see remarks) - Transported By: Tiseo Source/Sampled At: Truck / Center Plant: On -Site Crate Received: 01/16/2016 Truck/Ticket No: N/A/ 24,540 Curing Method: Standard Time Sampled: 10:30 am Time Batched: 9:55 am Temp.: Ambient: 50°F Mix: 63°F Unit Weight: 145.6 #/cu ft Quantity Represented: 10 cu. yds. at 620 cu yds placed of a 780 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 Coppoll (Coppell, FX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORTAPPI IES ONI Y TO I HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of- HIT f-f fIG O'JAI ITIFS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTI.1). 11IFSF REPORTS ARE I -OR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION ALLiAnce GGEOTECF1h1KRL 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: 01/15/2016 Report Date: 02/15/2016 Previously Reported: 01/25/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell ---- REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method See Below TEST RESULTS Report No: 201195 Page 8 of 18 Set: 8 of 18 Material: Concrete Number of Specimens: 5 Location: Station 24+00 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 01/18/16: 3 6.00 28.27 135,575 Type 3 Lab 4,790 4,790 JR B 01/22/16: 7 6.00 28.27 152,975 Type 3 Lab 5,410 5,410 MM C 02/12/16: 28 6.00 28.27 189,085 Type 6 Lab 6,690 JR D 02/12/16: 28 6.00 28.27 190,295 Type 5 Lab 6,730 6,710 JR HOLD (see remarks) - E 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: 3.7% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site ITlt N N/A / 24350 Date Received: 01/16/2016 Truck cke V. Curing Method: Standard Time Sampled: 11:20 am Time Batched: 10:53 am Temp.: Ambient: 52°F Mix: 66'F Unit Weight: 148 #/cu ft Quantity Represented: 10 cu. yds at 720 cu. yds. placed of a 780 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 f Perry C. Kakara, SET, CME Department Manager 'THIS R.EPORTAPPt IES ONLY TO 1"HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE= OF THE QJALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. l HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIAIYCE GGEOTECH'IICRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 9 of 18 Material: Concrete Location: Station 23+35 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16: 3 6.00 28 27 B 01/22/16: 7 600 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Type 3 Lab 5,680 Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 9of18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By 127,585 Type 3 Lab 4,510 4,510 JR 160,575 Type 3 Lab 5,680 5,680 MM 160,900 Type 3 Lab 5,690 JR 161,240 Type 6 Lab 5,700 5,700 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 3.9% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24361 Curing Method: Standard Time Sampled: 11:55 am Time Batched: 11:44 am Ternp : Ambient: 53°F Mix: 65'F Unit Weight: 147.3 #/cu ft Quantity Represented: 10 cu yds at 830 cu. yds. placed of a 1780 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, I X) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 11115 REPORTAPPIIFS ONLY TO I HE S'IANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I'HP QJALnIES OF APPARFNI"I.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 TI IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALuAnce till GEOTECHhICRL 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 10 of 18 Location: Station 22+58.39 Spec Age Tested Diameter Area Nbr (date : days) (in) (in`) A 01/18/16:3 6-00 28.27 B 01/22/16: 7 600 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Type 3 Lab 5,160 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 10 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By 134,315 Type 3 Lab 4,750 4,750 JR 145,925 Type 3 Lab 5,160 5,160 MM 180,840 Type 5 Lab 6,400 JR 179,670 Type 1 Lab 6,350 6,380 JR Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N1A/ 24370 Curing Method: Standard Time Sampled: 12:25 pm rime Batched: 12:08 pm Temp.: Ambient: 60°F Mix: 67°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cuyds. at 920 cu yds. placed of a 1780 cu. yd. total placement Remarks. Teat 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 Cily of Coppell (Coppell, l X) Attn Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group T J .ii/!I<I.F�Z rf4✓ Perry C. Kakara, SET, CME Department Manager [Ills REPORT APPI IFS ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND rO THE. SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01- 1 I FTI Ir, QUAL11I1-S OF APPARLNTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURFS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTLD, 1 HEST REPORTS ARF FOR TF IF EXCLUSIVE USE OF 111E ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION nLUnrICL Of-OTECHrIl AL Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 7524.7 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving _Client- City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 11 of 18 Location: Station 22+60 Spec: Age Tested Diameter Area Nbr (date : days) (in) (int) A 01/18/16:3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16: 28 6.00 2827 D 02/12/16: 28 6.00 2827 E Type 3 Lab 5,160 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 11 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By 124,655 Type 3 Lab 4,410 4,410 JR 145,820 Type 3 Lab 5,160 5,160 MM 175,165 Type 5 Lab 6,200 JR 176.280 Type 5 Lab 6,230 6,210 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.2% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site Crate Received: 01/16/2016 Truck/Ticket No: NIAI 24381 Curing Method: Standard Time Sampled: 12:45 pm rime Batched: 12:37 pm Ternp.: Ambient: 61°F Mix: 66°F Unit Weight: 145.4 #/cu ft Quantity Represented: 10 cu. yds. at 1030 cu yds, placed of a 1780 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(n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORT ADPL IES ONIY 10111E STANDARDS OR PROCEDURES INDICATE=D AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE- OF I IiE QJALIIIES OF APPARFN rl_Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TED. THESE REPORI S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIAlYCE QG0E0TECHhIC19L 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client City of Coppell , REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 12 of 18 Location: Station 21+00 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16: 3 600 28.27 B 01/22/16: 7 6.00 2827 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Type 3 Lab 4,920 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 12 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By 132,260 Type 3 Lab 4,680 4,680 JR 139,140 Type 3 Lab 4,920 4,920 MM 161,275 Type 4 Lab 5,700 JR 167,980 Type 5 Lab 5,940 5,820 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - lrrt 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 I Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck /Ticket No: N/A/ 24391 Curing Method: Standard Time Sampled: 1:15 pm 'Time Batched: 1:02 pm Temp.: Ambient: 61°F Mix: 67°F Unit Weight: 145.2 #/cu ft Quantity Represented: 10 cu. yds. at 1130 cu. yds. placed of a 1780 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 Cily of Coppell (Coppell, 1 X)Atln: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager 1 HIS REPORTAPPI_I[S ONLY TO TFIE. STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF TI IF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO TFD. 1 HESE REPORTS ARE FOR TFIE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIPMICE GOEOTECFif11CRL ._ _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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 13 of 18 Location: Station 20+50 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28.27 B 01/22/16:7 6.00 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16: 28 600 28.27 E Type 3 Lab 5,050 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 13 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By 134,405 Type 3 Lab 4,750 4,750 JR 142,770 Type 3 Lab 5,050 5,050 MM 169,360 Type 4 Lab 5,990 JR 166,985 Type 3 Lab 5,910 5,950 JR Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Conter%t: 4.2% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: N/A/ 24400 Curing Method: Standard Time Sampled: 1:40 pm Time Batched: 1:28 pm Temp.: Ambient: 61°F Mix: 67°F Unit Weight: 146.8 #/cu ft Quantity Represented: 10 cu. yds at 1220 cu. yds. placed of a 1780 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 (CoppeII, TX) Attn: Mr Rick O'DoI1 (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group yy��r Perry C. Kakara, SET, CME Department Manager 11113 REPORT APPLIES ONLY TO THE S fANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF IT* OUAI IT IES OF APPARENI I Y IDENTICAL OR SIMILAR PRODUCI S OR PROCCDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOI TD 1 HESE REPOR IS ARC FOR THC I-XCLUSIVE USE OF TI IE. ADDRESSED CLIENT AND ARE NOTTO BE REPRODUCED WITHOUT WRITTEN PERMISSION RLLIHI'10E GEOTECHf11CRl. GROVP 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell _ REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 14 of 18 Location: Station 19+50 Spec. Age Tested Nbr (date : days) A 01/18/16: 3 B 01/22/16:7 C 02/12/16:28 D 02/12/16:28 E Strength TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 14 of 18 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - r Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 7.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 TruCrV Hcket No: NIA/ 24412 Curing Method: Standard Time Sampled: 2:1b pm Time Batched: 2:05 pm Temp.: Ambient: 62°F Mix: 68°F Unit Weight: 146.2 #/cu ft Quantity Represented: 10 cu yds. at 1340 cu, yds, placed of a 1780 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) At(n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I IIIS REPORTAPPI IFS UNI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HF O'JAI IT IFS OF APPARF.N TI Y IDFNI ICAI OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, T HESE REPORTS ARE FOR THF FXCL USIVE USE OF TI IE-_ ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION Maximum Compressive Average Diameter Area Load Cure Strength Strength Tested (in) (int) (Ibs) Break Type Loc (PSI) (PSI) By 600 28.27 132,750 Type 3 Lab 4,700 4,700 JR 6.00 28.27 136,580 Type 3 Lab 4,830 4,830 MM 6 00 2827 182,230 Type 5 Lab 6,450 JR 6.00 28.27 183,375 Type 5 Lab 6,490 6,470 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - r Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 7.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 TruCrV Hcket No: NIA/ 24412 Curing Method: Standard Time Sampled: 2:1b pm Time Batched: 2:05 pm Temp.: Ambient: 62°F Mix: 68°F Unit Weight: 146.2 #/cu ft Quantity Represented: 10 cu yds. at 1340 cu, yds, placed of a 1780 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) At(n: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I IIIS REPORTAPPI IFS UNI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I HF O'JAI IT IFS OF APPARF.N TI Y IDFNI ICAI OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, T HESE REPORTS ARE FOR THF FXCL USIVE USE OF TI IE-_ ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION RILIAiYCE �� G GEOTECFI1YICfiL 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 15 of 18 Location: Station 18+95 Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28.27 B 01/22/16 7 600 28.27 C 02/12/16:28 6.00 28.27 D 02/12/16: 28 6.00 2827 E Type 3 Lab 5,000 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method See Below Report No: 201195 Page 15 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By 130,360 Type 3 Lab 4,610 4,610 JR 141,510 Type 3 Lab 5,000 5,000 MM 152,900 Type 6 Lab 5,410 JR 155,360 Type 6 Lab 5,490 5,450 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 t I I Comments 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: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIA/ 24421 Curing Method: Standard Time Sampled: 2:40 pm rime Batched: 2:27 pm Temp: Ambient: 63°F Mix: 68°F Unit Weight: 146.1 #/cu ft Quantity Represented: 10 cu. yds. at 1430 cu yds. placed of a 1780 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 l HIS REPORT APPIJES ONLY TO T'FIE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01 - I PI HE O'JALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NONA). THESE REPORTS ARE FOR 11L I-XCLUSIVE USE. OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.. RLLIHfICE GE0TECHf11CRL 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 16 of 18 Location: Station 17+50 Spec. Age Tested Nbr (date : days) A 01/18/16: 3 B 01/22/16:7 C 02/12/16:28 D 02/12/16:28 E Strength TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 16 of 18 Number of Specimens: 5 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIA/ 24430 Curing Method: Standard Time Sampled: 3:05 pm Time Batched: 2:49 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 146.5 #/Cu ft Quantity Represented: 10 cu, yds at 1520 cu, yds. placed of a 1780 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 or Coppell (Coppell, 1 X) Atln Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPI IFS ONLY TO T HE STANDARDS OR PROCEDURES INDICArEDAND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 'I Ii IF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FEH H-IFSF REPORTS ARE FOR I IIF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT To BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Diameter Area Load Cure Strength Strength Tested (in) (int) (lbs) Break Type Loc (PSI) (PSI) By 6.00 28.27 119,160 Type 3 Lab 4,210 4,210 JR 600 2827 129,535 Type 3 Lab 4,580 4,580 MM 6-00 28.27 176,240 Type 1 Lab 6,230 JR 6 00 28.27 172,385 Type 1 Lab 6,100 6,170 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 Comments HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.4% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Date Received: 01/16/2016 Truck/Ticket No: NIA/ 24430 Curing Method: Standard Time Sampled: 3:05 pm Time Batched: 2:49 pm Temp.: Ambient: 63°F Mix: 65°F Unit Weight: 146.5 #/Cu ft Quantity Represented: 10 cu, yds at 1520 cu, yds. placed of a 1780 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 or Coppell (Coppell, 1 X) Atln Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPI IFS ONLY TO T HE STANDARDS OR PROCEDURES INDICArEDAND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF 'I Ii IF QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NO FEH H-IFSF REPORTS ARE FOR I IIF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT To BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLIHIYCE (110D GEOTKIif11CRL 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: 02/15/2016 Previously Reported: 01/25/2016 Project: Freeport Parkway North Location: Paving Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Set: 17 of 18 Location: Station 17+00 Spec: Age Tested Diameter Area Nbr (date : days) (in) (in') A 01/18/16:3 6.00 28.27 B 01/22/16: 7 6.00 2827 C 02/12/16:28 6.00 28.27 D 02/12/16:28 6.00 28.27 E Type 3 Lab 4,940 TEST RESULTS Material: Concrete Date Sampled: 01/15/2016 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 LAB NO: 201195 Test Method: See Below Report No: 201195 Page 17 of 18 Number of Specimens: 5 Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 123,880 Type 3 Lab 4,380 4,380 JR 139,730 Type 3 Lab 4,940 4,940 MM 173,885 Type 5 Lab 6,150 JR 175,775 Type 5 Lab 6,220 6,180 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1-3 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 1.5 Inches Transported By: Tiseo Air Content: 4.5% Source/Sampled At: Truck / Center Mix Code: 2605M Plant: On -Site Crate Received: 01/16/2016 Truck/Ticket No: N/A / 24442 Curing Method: Standard Time Sampled: 3:35 pm Time Batched: 3:18 pm Temp : Ambient: 63°F Mix: 65°F Unit Weight: 145.9 #/cu ft Quantity Represented: 10 cu yds. at 1640 cu. yds. placed of a 1780 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: Cily of Coppoll (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C, Kakara, SET, CME Department Manager 11118 REPORT APPI IES OWL Y 10 11 IF S TANDARDS OR PROCEDURES INDICA] ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF [HL 0JAL I I IES OF APPAREN TI Y IDFNTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOT Ell. TI iESE REPORIS ARE. FOR 1 -HE EXCI USIVE USE OF THE ADDRESSED CLIENT AND ARE NOl TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RILIAnCE (01 G GEOTECHf11CRL GRO P 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: 01/15/2016 Report Date: 02/15/2016 Previously Reported: 01/25/2016 Sampled By: Reyes, Jason Project: Freeport Parkway North By Order Of: Walter Location: Paving Order Number: 1770 Client: City of Coppell — REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201195 Test Method: See Below TEST RESULTS Report No: 201195 Page 18 of 18 Set: 18 of 18 Material: Concrete Number of Specimens: 5 Location: Station 16+50 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 01/18/16: 3 6.00 28.27 138,520 Type 3 Lab 4,900 4,900 JR B 01/22/16: 7 6.00 28.27 152,670 Type 3 Lab 5,400 5,400 MM C 02/12/16: 28 6-00 28.27 188,615 Type 4 Lab 6,670 JR D 02/12/16: 26 6.00 28.27 187,420 Type 4 Lab 6,630 6,650 JR E^ti 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: 1.5 Inches Transported By: Tiseo Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck I Center Mix Code: 2605M Plant: On -Site t N N/A / 24450 Date Received: 01/16/2016 Truck/Tlcke o. Curing Method: Standard Time Sampled: 3:50 pm Time Batched: 3:37 pm Temp.: Ambient: 63°F Mix: 66°F Unit Weight: 147 6 #/cu ft Quantity Represented: 10 cu yds. at 1720 cu yds placed of a 1780 cu. yd. total placement Remarks: Test Method (As Applicable): Unless rioted 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 Cdy of Coppell (Coppell, TX) Min: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager I HIS REPORT APDL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMII-AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE RE-PORIS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION