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ST9902-LR131206fiLLIAPICE GEc?TECMI. 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: C13 -0634 Date Sampled: 11/08/2013 Report Date: 12/09/2013 Previously Reported: 11/15/2013 Sampled By: Roberts, Duce Project: West Sandy Lake Road By Order Of: Location: Misc. Concrete Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154254 Test Method: See Below TEST RESULTS Report No: 154254 Page 1 of 2 Set: 1 of 2 Material: Concrete Number of Specimens: 5 Location: Inlet at northeast corner of Winding Hollow and West Sandy Lake Rd. Strength: 3,000 psi @ 28 days Slump: 1 -3 Air Content: 3 -6 Date Received: 11/09/2013 Curing Method: Standard Time Sampled: 2:00 pm Time Batched: 12:48 pm Temp.: Ambient: 60 °F Mix: 64 °F Slump: 2.5 Inches Air Content: 5.5% Mix Code: 1261 Transported By: LMC Source /Sampled At: Truck/ Center Plant: 952 Truck /Ticket No: 1420 / 62956213 Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORTAPPLIES 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 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) (in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 11/15/13: 7 4.00 12.57 41,565 Type 3 Lab 3,310 B 11/15/13: 7 4.00 12.57 42,120 Type 3 Lab 3,350 3,330 C 12/06/13 : 28 4.00 12.57 55,875 Type 2 Lab 4,450 D 12/06/13: 28 4.00 12.57 54,120 Type 3 Lab 4,310 E 12/06/13 : 28 4.00 12.57 56,335 Type 3 Lab 4,480 4,410 F171 RP] F l...l t.. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 3,000 psi @ 28 days Slump: 1 -3 Air Content: 3 -6 Date Received: 11/09/2013 Curing Method: Standard Time Sampled: 2:00 pm Time Batched: 12:48 pm Temp.: Ambient: 60 °F Mix: 64 °F Slump: 2.5 Inches Air Content: 5.5% Mix Code: 1261 Transported By: LMC Source /Sampled At: Truck/ Center Plant: 952 Truck /Ticket No: 1420 / 62956213 Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORTAPPLIES 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. �� � • — i t 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: C13 -0634 Date Sampled: 11/08/2013 Report Date: 12/09/2013 Previously Reported: 11/15/2013 Sampled By: Roberts, Duce Project: West Sandy Lake Road By Order Of: Location: Misc. Concrete Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154254 Test Method: See Below TEST RESULTS Report No: 154254 Page 2 of 2 Set: 2 of 2 Material: Concrete Location: South side of bridge - rail base Number of Specimens: 4 Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORTAPPLIES 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS 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) (in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments A 11/15/13: 7 6.00 28.27 87,255 Type 3 Lab 3,090 3,090 B 12/06/13: 28 6.00 28.27 132,595 Type 3 Lab 4,690 C 12/06/13: 28 6.00 28.27 135,020 Type 3 Lab 4,780 4,730 D HOLD (see remarks) HE RM MV1 F-1 IJ] F1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification CONFORMS Strength: 4,000 psi @ 28 days Slump: 3 -5 Slump: 4.5 Inches Transported By: LMC Air Content: 3 -6 Air Content: 5.2% Source /Sampled At: Truck / Center Mix Code: 5507 Plant: 952 Date Received: 11/09/2013 Truck /Ticket No: 3011 / 62956217 Curing Method: Standard Time Sampled: 2:45 pm Time Batched: 1:26 pm Temp.: Ambient: 60 °F Mix: 64 °F Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORTAPPLIES 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.