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Tax 2011B-LR130206qLuEOTECFihICfiL i0UP 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: C12 -1001 Date Sampled: 02/06/2013 Report Date: 02/11/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: Vanbebber Drive Order Number: 1770 Number of Client: City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 142010 Material: CONCRETE Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 142010 Page 1 of 1 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 02/09/13 : 3 6.00 28.27 77,040 Type 2 Lab 2,720 2,720 B 02/13/13:7 6.00 28.27 Lab C 02/13/13:7 6.00 28.27 Lab D 03/06/13:28 6.00 28.27 Lab E 03/06/13:28 6.00 28.27 Lab 1 HU M LIL El Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 3 - 5 Air Content: 3 - 6 Date Received: 02/07/2013 Curing Method: Standard Time Sampled: Time Batched: 12:37 pm Temp.: Ambient: 71 °F Mix: 74 °F Slump: 3.5 Inches Air Content: 6.5% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #141 Truck /Ticket No: 8062 / 1599711 Quantity Represented: 10 cu. yds. at 40 cu. yds. placed of a 70 cu. yd. total placement Remarks: *Air Content exceeds specifications 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. K ara, 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. fiLLlHf'ICE 6 GEOTECHfIICHL C�iiOUP 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: C12 -1001 Curing Method: Standard Date Sampled: 01/28/2013 Report Date: 02/06/2013 Previously Reported: 02/02/2013 Time Batched: 1:01 pm Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: Vanbetter Street intersection of Denton Tap Rd Order Number: 1770 Number of Client: City of Coppell Specimens: 5 REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141556 Material: CONCRETE Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141556 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Tested Nbr (date : days) (in) (in Z) (lbs) Break Type Loc (PSI) (PSI) By Comments A 01/31/13: 3 6.00 28.27 115,550 Type 5 Lab 4,090 4,090 B 02/04/13 : 7 6.00 28.27 119,130 Type 2 Lab 4,210 C 02/04/13: 7 6.00 28.27 116,840 Type 2 Lab 4,130 4,170 D 02/25/13:28 6.00 28.27 Lab E 02/25/13:28 6.00 28.27 Lab 1919 I I _i''. PI .1: - l l Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: Slump: 3 - 5 Air Content: 4 - 6 Date Received: 01/29/2013 Curing Method: Standard Time Sampled: 2:25 pm Time Batched: 1:01 pm Temp.: Ambient: 62 °F Mix: 64 °F Slump: 3.0 Inches Air Content: 5.0% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #131 Truck /Ticket No: 1512 / 1590539 Quantity Represented: 10 cu. yds. at 30 cu. yds. placed of a 60 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) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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. riLUAnce GEOTECHNIML 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: C12 -1001 Date Sampled: 01/30/2013 Report Date: 02/06/2013 Previously Reported: 02/05/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: conc 300 yds Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141696 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141696 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Location: Vanbebber Street, station 14 +00, N. side D 02/27/13:28 E 02/27/13:28 6.00 28.27 6.00 28.27 HE Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 01/31/2013 Curing Method: Standard Maximum 8:45 am Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in Z) (lbs) Break Type A 02/02/13: 3 6.00 28.27 102,615 Type 2 B 02/06/13: 7 6.00 28.27 146,570 Type 2 C 02/06/13: 7 6.00 28.27 140,545 Type 2 D 02/27/13:28 E 02/27/13:28 6.00 28.27 6.00 28.27 HE Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 01/31/2013 Curing Method: Standard Time Sampled: 8:45 am Time Batched: 7:53 am Temp.: Ambient: 48 °F Mix: 50 °F i � i �'•t ,l Type ..2...... Type ..3 Cure Loc Lab Lab Lab Lab Lab F Compressive Strength (PSI) 3,630 5,180 4,970 Type 4 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,630 5,080 1_1E1 rl Type 5 Type 6 Slump: 2.0 Inches Air Content: 3.6% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #128 Truck /Ticket No: 3803 / 1591853 Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 190 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) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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. RLLIAiiCE C�OTKHf11CRL 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: C12 -1001 Date Sampled: 01/30/2013 Report Date: 02/06/2013 Previously Reported: 02/05/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: conc 300 yds Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141696 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141696 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Number of Specimens: 5 Location: Vanbebber Street, station 10 +50, N.bound side 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 02/02/13: 3 6.00 28.27 103,820 Type 2 Lab 3,670 3,670 B 02/06/13: 7 6.00 28.27 124,280 Type 2 Lab 4,400 C 02/06/13: 7 6.00 28.27 125,285 Type 2 Lab 4,430 4,410 D 02/27/13:28 E 02/27/13:28 6.00 28.27 6.00 28.27 Type 1 Specification Strength: 3,600 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 01/31/2013 Curing Method: Standard Time Sampled: 12:00 pm Time Batched: 10:51 am Temp.: Ambient: 51 °F Mix: 55 °F Lab Laff b II ff rr F71-1 !'':.1.� fyNM1\.'�1 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 4.0 Inches Transported By: TXI Air Content: 3.5% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #143 Truck /Ticket No: 8029 / 1592203 Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 190 cu. yd. total placement Remarks: *Slump exceeds specfications 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) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, 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. flLLlflhiCE GGMTFit'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: C12 -1001 Date Sampled: 02/04/2013 Report Date: 02/06/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: Vanbebber Drive Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141892 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141892 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Number of Specimens: 5 Location: Vanbebber Drive entrance to Shell Gas Station, station 4 +00 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 02/05/13: 1 6.00 28.27 66,220 Type 2 Lab 2,340 2,340 B 02/11/13:7 6.00 28.27 Lab C 02/11/13:7 6.00 28.27 Lab D 03/04/13:28 6.00 28.27 Lab E 03/04/13:28 6.00 28.27 Lab E i....y ( [ Ll 11 Ll [A*** Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 3 - 5 Slump: 2.0 Inches Transported By: TXI Air Content: 3 - 6 Air Content: 4.0% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #141 Date Received: 02/05/2013 Truck /Ticket No: 8060 / 1596752 Curing Method: Standard Time Sampled: 11:30 am Time Batched: 10:30 am Temp.: Ambient: 63 °F Mix: 68 °F Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 150 cu. yd. total placement Remarks: *Slump below specifications 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. K ara, 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. RILLIMNICE cEorE-ctinicRL GRour 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: C12 -1001 Report Date: 02/06/2013 Project: Vanbebber Drive Street Improvements Location: Vanbebber Drive Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 02/04/2013 Sampled By: Smith, Courtney By Order Of: Chris Order Number: 1770 LAB NO: 141892 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141892 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Location: Vanbebber Drive, station 19 +00, N.bound side Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in 2) (lbs) Break Type Loc A 02/05/13:1 B 02/11/13:7 C 02/11/13:7 D 03/04/13:28 E 03/04/13:28 6.00 6.00 6.00 6.00 6.00 28.27 88,215 28.27 28.27 28.27 28.27 Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 02/05/2013 Curing Method: Standard Time Sampled: 2:40 pm Time Batched: 1:44 pm Temp.: Ambient: 64 °F Mix: 68 °F Lab Lab Lab Lab Lab Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,120 3,120 Slump: 3.0 Inches Transported By: TXI Air Content: 3.5% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #131 Truck/Ticket No: 1511 / 1597119 Quantity Represented: 10 cu. yds. at 80 cu. yds. placed of a 150 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 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. U LJLI D Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 3.0 Inches Transported By: TXI Air Content: 3.5% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #131 Truck/Ticket No: 1511 / 1597119 Quantity Represented: 10 cu. yds. at 80 cu. yds. placed of a 150 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 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. ALLIf�CE jjpkG�0��CHNICRL 133ROUP 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: C12 -1001 Date Sampled: 02/06/2013 Report Date: 02/11/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: Vanbebber Drive Order Number: 1770 Number of Client: City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 142010 Material: CONCRETE Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 142010 Page 1 of 1 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 02/09/13 : 3 6.00 28.27 77,040 Type 2 Lab 2,720 2,720 B 02/13/13: 7 6.00 28.27 95,085 Type 2 Lab 3,360 C 02/13/13: 7 6.00 28.27 97,350 Type 3 Lab 3,440 3,400 D 03/06/13:28 6.00 28.27 Lab E 03/06/13:28 6.00 28.2FIF791 7 Lab RRIf 1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification Strength: 4,000 psi @ 28 days Slump: 3 - 5 Air Content: 3 - 6 Date Received: 02/07/2013 Curing Method: Standard Time Sampled: Time Batched: 12:37 pm Temp.: Ambient: 71 °F Mix: 74 °F Slump: 3.5 Inches Air Content: 6.5% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #141 Truck /Ticket No: 8062 / 1599711 Quantity Represented: 10 cu. yds. at 40 cu. yds. placed of a 70 cu. yd. total placement Remarks: *Air Content exceeds specifications 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.