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ST0502B- LR151215 (2)AuiAncE (� G GEOTECHf1109L 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: 12/07/2015 Report Date: 12/15/2015 Sampled By: Selman, Mario Project: Freeport Parkway North By Order Of: Walter Location: Freeport Parkway and Sandy Lake, Sampled; Station 3+59.46 Order Number: 1770 Freeport Parkway and Sandy Lake inlet box Client: REPORT: Material: Spec Nbr A B C D City of Coppell REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Concrete TEST RESULTS Number of Specimens: 4 LAB NO: 198851 Test Method: See Below Report No: 198851 Page 1 of 1 Average Strength Tested (PSI) By Comments 4,530 JR HOLD (see remarks) - I Type 1 Type 2 Type 3 Type 4 Type 5 Type 3 Specification Strength: 4,200 psi @ 28 days Slump: 3-5 Slump: 4.5 Inches Transported By: Redi-Mix Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 1 OM21524 Plant: P259 Date Received: 12/08/2015 Truck/Ticket No: 1235 / 25201905 Curing Method: Standard Time Sampled: 1:30 pm Time Batched: 12:46 pm Temp.: Ambient: Mix: 68°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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, SE/T, 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 Maximum Compressive Age Tested Diameter Area Load Cure Strength (date : days) (in) (int) (Ibs) Break Type Loc (PSI) 12/14/15 ; 7 6.00 28.27 128,150 Type 3 Lab 4,530 01/04/16:28 6.00 28.27 Lab 01/04/16:28 6.00 28.27 Lab Number of Specimens: 4 LAB NO: 198851 Test Method: See Below Report No: 198851 Page 1 of 1 Average Strength Tested (PSI) By Comments 4,530 JR HOLD (see remarks) - I Type 1 Type 2 Type 3 Type 4 Type 5 Type 3 Specification Strength: 4,200 psi @ 28 days Slump: 3-5 Slump: 4.5 Inches Transported By: Redi-Mix Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center Mix Code: 1 OM21524 Plant: P259 Date Received: 12/08/2015 Truck/Ticket No: 1235 / 25201905 Curing Method: Standard Time Sampled: 1:30 pm Time Batched: 12:46 pm Temp.: Ambient: Mix: 68°F Unit Weight: 146.4 #/cu ft Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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, SE/T, 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 RLLIfinCE GGEOTKHnICRL 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: 12/15/2015 Project: Freeport Parkway North Location: Misc. Concrete Client City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST TEST RESULTS Set: 1 of 2 Material: Concrete Location: Wall B retaining wall, Station 0+00 to 0+69.34 Date Sampled: 12/04/2015 Sampled By: Avila, Eli By Order Of: Walter Order Number: 1770 LAB NO: 198708 Test Method: See Below Report No: 198708 Page 1 of 2 Number of Specimens: 4 Average Strength Tested (PSI) By Comments 4,480 JR Type 6 HOLD (see remarks) - Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 4.0 Inches Transported By: LMC Air Content: 3-6 Air Content: 2.5% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 12/05/2015 Truck/Ticket No: 9102 163097101 Curing Method: Standard Time Sampled: 11:34 am Time Batched: 10:34 am Temp : Ambient: 52°F Mix: 64°F Unit Weight: 152 4 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds placed of a 17.0 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Al- 6, Perry C. Kakara, SET, CME Department Manager THIS REPORI APPLIES ONLY TO THES rANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR 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 AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (int) (Ibs) Break Type Loc (PSI) A 12/11/15 : 7 6.00 2827 126,785 Type 3 Lab 4,480 B 01/01/16 : 28 6.00 28.27 Lab C 01/01/16:28 6.00 28.27 Lab Type 1 Type 2 Type 3 Type 4 Type 5 Number of Specimens: 4 Average Strength Tested (PSI) By Comments 4,480 JR Type 6 HOLD (see remarks) - Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Slump: 4.0 Inches Transported By: LMC Air Content: 3-6 Air Content: 2.5% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 12/05/2015 Truck/Ticket No: 9102 163097101 Curing Method: Standard Time Sampled: 11:34 am Time Batched: 10:34 am Temp : Ambient: 52°F Mix: 64°F Unit Weight: 152 4 #/cu ft Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds placed of a 17.0 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Al- 6, Perry C. Kakara, SET, CME Department Manager THIS REPORI APPLIES ONLY TO THES rANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR 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 AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION. ` ^ RLLIHfICE GEOTECHf1109L Y WouP 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: 12/15/2015 Project: Freeport Parkway North Location: Misc. Concrete Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 12/04/2015 Sampled By: Avila, Eli By Order Of: Walter Order Number: 1770 LAB NO: 198708 Test Method- See Below TEST RESULTS Report No: 198708 Page 2 of 2 Set: 2 of 2 Material: Concrete Location: Traffic signal Pier P-4 at Station 0+78 Specification Strength: 4,000 psi @ 28 days Slump: 3-5 Air Content: 0.5-2.5 Date Received: 12/05/2015 Curing Method: Maximum Time Sampled: Compressive Spec Age Tested Diameter Area Load Cure Strength (PSI) Nbr (date : days) (in) (int) (Ibs) Break Type Loc A 12/11/15: 7 6.00 28.27 146,880 Type 3 Lab 5,190 B 01/01/16:28 6.00 28.27 Lab C 01/01/16:28 6.00 28.27 Lab D � I t�i lu- Type 1 Type 2 Type 3 Type 4 Type 5 Specification Strength: 4,000 psi @ 28 days Slump: 3-5 Air Content: 0.5-2.5 Date Received: 12/05/2015 Curing Method: Standard Time Sampled: 1:10 pm Time Batched: 12:18 pm Temp.: Ambient: 60°F Mix: 68°F Slump: 3 0 Inches Air Content: 2.0% Mix Code: 1701 Number of Specimens: 4 Average Strength Tested (PSI) By Comments 5,190 JR HOLD (see remarks) - Type 6 Transported By: LMC Source/Sampled At: Truck I Center Plant: 956 Truck/Ticket No: 1407 163097103 Quantity Represented: 5 cu. yds. at 5 cu. yds, placed of a 5 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (CoppelI, 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 INDICATEDANU TO tHEsAMf'LE(S)Tr-SIE17AND1OR OPISERVEOA.NDARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCF,DUWS, N0I4 C)o THEY REPRESENTAN ONGOING OUWTYASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR 1 HE EXCLUSIVE USE OF THE ADDRESSED rl if NI ANT) ARC NOT 10 BF RL PRCrJUCEl] N7VTHC)Ul' wRITrEN PERMISSION. FlLLIHfICE 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 Date Sampled: 11/12/2015 Report Date: 12/15/2015 Previously Reported: 11/23/2015 Sampled By: Douglas, Joseph Project: Freeport Parkway North By Order Of: Walter Location: Purpose side drain multiple box culvert, Line A at Station 16+50 Order Number: 1770 top Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 197476 Test Method: See Below TEST RESULTS Report No: 197476-R Page 1 of 2 Set: 1 of 2 Material: Concrete Number of Specimens: 4 Location: East right lane at Station 11+87.10 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in 2) (lbs) Break Type Loc (PSI) (PSI) By Comments A 11/19/15: 7 6.00 28.27 101,760 Type 3 Lab 3,600 3,600 JR B 12/10/15: 28 6.00 2827 126,700 Type 3 Lab 4,480 C 12/10/15: 28 600 28.27 128,985 Type 3 Lab 4,560 4,520 D �_ i. HOLD (see remarks) - �-�`, Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 4,000 psi @ 28 days Slump: 3-5 Slump: 3.5 Inches Transported By: LMC Air Content: 3-6 Air Content: 5.5% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 956 Date Received: 11/13/2015 Truck/Ticket No: 6037 163096717 Curing Method: Standard Time Sampled: 11:50 am rime Batched: 11:00 am Temp.: Ambient: 70°F Mix: 80°F Unit Weight: 148.3 #/cu ft Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 114 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND To THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. „RLLIAfICE GEOTECFinICRL 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: 11/12/2015 Report Date: 12/15/2015 Previously Reported: 11/23/2015 Sampled By: Douglas, Joseph Project: Freeport Parkway North By Order Of: Walter Location: Purpose side drain multiple box culvert, Line A at Station 16+50 Order Number: 1770 top _Client: City of Coppell _ --- REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 197476 Test Method: See Below TEST RESULTS Report No: 197476-R Page 2 of 2 Set: 2 of 2 Material: Concrete Location: Left lane at Station 13+14.10 Spec Nbr A B C D Number of Specimens: 4 Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-5 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.5 Inches Air Content: 3.0% Mix Code: 1701 Date Received: 11/13/2015 Curing Method: Standard Time Sampled: 5:05 pm "Time Batched: 4:20 pm Ternp.: Ambient: 60°F Mix: 85°F Unit Weight: 147.9 #/cu ft Quantity Represented: 8 cu. yds. at 88 cu yds. placed of a 114 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 0138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Comments HOLD (see remarks) - Transported By: LMC Source/Sampled At: Truck I Center Plant: 956 Truck/Ticket No: 1403 163096731 Ong City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SE/T, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Maximum Compressive Average Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (inz) (Ibs) Break Type Loc (PSI) (PSI) By 11/19/15 :7 6.00 28.27 131,300 Type 3 Lab 4,640 4,640 JR 12/10/15: 28 6.00 28.27 160,505 Type 3 Lab 5,680 JR 12/10/15: 28 6.00 28.27 165,250 Type 3 Lab 5,840 5,760 JR Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 3-5 Air Content: 3-6 Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.5 Inches Air Content: 3.0% Mix Code: 1701 Date Received: 11/13/2015 Curing Method: Standard Time Sampled: 5:05 pm "Time Batched: 4:20 pm Ternp.: Ambient: 60°F Mix: 85°F Unit Weight: 147.9 #/cu ft Quantity Represented: 8 cu. yds. at 88 cu yds. placed of a 114 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 0138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. Comments HOLD (see remarks) - Transported By: LMC Source/Sampled At: Truck I Center Plant: 956 Truck/Ticket No: 1403 163096731 Ong City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SE/T, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. RLLIfinCE ��•.G GE0TECNfI1CRL � CROUP Consulting Engineering " Geotechnical Engineering'' Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Report Date: 12/15/2015 Previously Reported: 11/20/2015 Project: Freeport Parkway North Location: Misc. Concrete Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Material: Concrete Spec Age Tested Diameter Area Nbr (date : days) (in) (in') A 11/19/15:7 6.00 28.27 B 12/10/15:28 6.00 28.27 C 12/10/15:28 6.00 28.27 D 4,040 JR 149,250 TEST RESULTS Date Sampled: 11/12/2015 Sampled By: Reyes, Jason By Order Of: Walter Order Number: 1770 Number of Specimens: 4 LAB NO: 197478 Test Method: See Below Report No: 197478R Page 1 of 1 Maximum Compressive Average Load Cure Strength Strength Tested (lbs) Break Type Loc (PSI) (PSI) By Comments 114,200 Type 3 Lab 4,040 4,040 JR 149,250 Type 3 Lab 5,280 JR 144,610 Type 3 Lab 5,110 5,200 JR Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 3-5 Air Content: 3-6 HOLD (see remarks) - Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.25 Inches Transported By: LMC Air Content: 4.2% Source/Sampled At: Truck / Center Mix Code: 1701 Plant: 955E Date Received: 11/13/2015 Truck/Ticket No: 1425 / 64394318 Curing Method: Standard Time Sampled: 4:25 pm Time Batched: 3:01 pm Temp.: Ambient: 67°F Mix: 88°F Unit Weight: 145 8 #/cu ft Quantity Represented: 9.5 cu. yds. at 9 5 cu, yds placed of a 28.5 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and cylinders were not capped per ASTM C617. 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 1"1115 REPORT APPL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF I FIE. 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. nLLIF9NCE 3E0TEcmr 11CAL 4 GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 Acct ID: 1770 File No: C15-0812 Date Sampled: 11/13/2015 Report Date: 12/15/2015 Previously Reported: 11/20/2015 Sampled By: Smith, Vernon Project: Freeport Parkway North By Order Of: Walter Location: Inlet at Station 1+25.74 and Manhole at Station 0+00.00, Order Number: 1770 Sampled-, North Freeport Parkway Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 197596 Material: Concrete Test Method: See Below TEST RESULTS Report No: 197596 Page 1 of 1 Spec Nbr A B C D Type 1 Specification Strength: 4,200 psi @ 28 days Slump: 3-5 Air Content: 3-6 Date Received: 11/14/2015 Curing Method: Maximum Time Sampled: 1:25 pm Compressive Average Temp.: Ambient: Age Tested Diameter Area Load Cure Strength Strength Tested (date : days) (in) (inZ) (lbs) Break Type Loc (PSI) (PSI) By 11/20/15: 7 6.00 28.27 120,700 Type 3 Lab 4,270 4,270 JR 12/11/15: 28 6.00 28.27 164,300 Type 3 Lab 5,810 JR 12/11/15: 28 6.00 28.27 168,920 Type 3 Lab 5,970 5,890 JR Type 1 Specification Strength: 4,200 psi @ 28 days Slump: 3-5 Air Content: 3-6 Date Received: 11/14/2015 Curing Method: Standard Time Sampled: 1:25 pm 'Time Batched: 11:57 am Temp.: Ambient: 69°F Mix: 74°F Comments HOLD (see remarks) - ),1.. li, I �' .4.... I � 15';,,.II �``.....1 �^V I •� ill ! Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 3.0 Inches Transported By: Redi-Mix Air Content: 3.5% Source/Sampled At: Truck I Center Mix Code: 1 OM21524 Plant: 136 Truck/Ticket No: 1347 / 25190509 Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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) Altn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group fff Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENn.Y IDENT ICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN 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.