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MA1001-LR100621RLLIMCE GEOTECHtYICAL 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: C10 -0535 Date Sampled: 06/18/2010 Report Date: 06/21/2010 Sampled By: Scott, Sean Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell MA 10 -01 Location: Intersection of Sandy Lake Rd and Denton Tap at outside black Order Number: Vendor #9176 ring Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86598 Material: Concrete Test Method: See Below TEST RESULTS Report No: 86598 Page 1 of 1 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement Remarks: Concrete was poured on the outside black ring on southwest corner. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group e Robert P. Nance, Sr. Project Manager Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 80,410 Type 4 Lab 2,840 2,840 B 3 6.00 28.27 105,560 Type 4 Lab 3,730 3,730 C 7 6.00 28.27 Lab D 28 6.00 Lab ` 28.27 lK71 IT , qg L­J] - 1 11 Ll Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/19/2010 Slump: 5.0 Inches Transported By: Southern Star Curing Method: Standard Air Content: 3.4% Source /Sampled At: Truck / Center Time Sampled: 8:15 pm Plant: 111 Temp.: Ambient: 86 °F Mix: 93 °F Mix Code: 9363 Truck/Ticket No: 6013 / 1677186 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement Remarks: Concrete was poured on the outside black ring on southwest corner. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group e Robert P. Nance, Sr. Project Manager AI.LIAhiCE G GEQTECHtl'11Cf'IL GK Ou 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: C10 -0535 Date Sampled: 06/17/2010 Report Date: 06/21/2010 Previously Reported: 06/21/2010 Sampled By: Gaither, Troy Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell MA 10 -01 Location: Paving - Circle in middle of Denton Tap and Sandy Lake Order Number: Vendor #9176 Intersection Number of Client: The City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86563 Material: Concrete Test Method: See Below Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group 4 Robert P. Nance, Sr. Project Manager TEST RESULTS Report No: 86563 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 90,170 Type 4 Lab 3,190 3,190 B 3 6.00 28.27 108,200 Type 4 Lab 3,830 3,830 C 7 6.00 28.27 Lab D 28 6.00 28.27 Lab E 28 6.00 28.27 Lab H E] _ M �1'.71f 1� Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/18/2010 Slump: 3.25 Inches Transported By: Southern Star Curing Method: Standard Air Content: 3.0% Source /Sampled At: Truck / Center Time Sampled: 8:15 am Plant: 10 Temp.: Ambient: 847 Mix: 95 *F Mix Code: 9363 Truck/Ticket No: 5017 / 1676247 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group 4 Robert P. Nance, Sr. Project Manager 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: C10 -0535 Date Sampled: 06/16/2010 Report Date: 06/21/2010 Sampled By: Gatton, Tim Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell MA 10 -01 Location: North side of Denton Tapp & Sandy Lake Intersection - Order Number: Vendor #9176 Northbound Turn Lane, 30'W x 4' S of NE corner Number of Client: The City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86514 Material: CONCRETE Test Method: See Below Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group f - Robert P. Nance, Sr. Project Manager TEST RESULTS Report No: 86514 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 84,390 Lab 2,980 2,980 B 3 6.00 28.27 88,860 Type 5 Lab 3,140 3,140 C 7 6.00 28.27 Lab D 28 6.00 28.27 Lab E 28 6.00 28.27 Lab H r E��_ l HE M [1 [ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/17/2010 Slump: 5.0 Inches Transported By: Southern Star Curing Method: Standard Air Content: 3.1 % Source /Sampled At: Truck / Center Time Sampled: 8:23 am Plant: #110 Temp.: Ambient: 90 °F Mix: 93 °F Mix Code: 9363 Truck/Ticket No: 2022 / 1675178 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group f - Robert P. Nance, Sr. Project Manager 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: C10 -0535 Date Sampled: 06/15/2010 Report Date: 06/21/2010 Previously Reported: 06/16/2010 Sampled By: Pointer, Alvin Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell MA 10 -01 Location: Paving - Stamped Eastbound concrete at south go between at Order Number: Vendor #9176 Sandy Lake and Denton Tap Number of Client: The City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86414 Material: Concrete Test Method: See Below TEST RESULTS Report No: 86414 Page 1 of 1 HN RDElLIE11 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/16/2010 Slump: 2.75 Inches Transported By: Southern Star Curing Method: Standard Air Content: 2.4% Source /Sampled At: Truck / Center Time Sampled: 10:00 am Plant: 125 Temp.: Ambient: 80 *F Mix: 89 *F Mix Code: 9363 Truck/Ticket No: 6224 / 1674365 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 30 cu. yd. total placement Remarks: Air content is below specification - Mr Rick O'Dell was informed. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Ong: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Robert P. Nance, Sr. Project Manager Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 88,030 Type 3 Lab 3,110 3,110 B 3 6.00 28.27 104,610 Type 4 Lab 3,700 3,700 C 7 6.00 28.27 Lab D 28 6.00 28.27 Lab E 28 6.00 28.27 Lab HN RDElLIE11 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/16/2010 Slump: 2.75 Inches Transported By: Southern Star Curing Method: Standard Air Content: 2.4% Source /Sampled At: Truck / Center Time Sampled: 10:00 am Plant: 125 Temp.: Ambient: 80 *F Mix: 89 *F Mix Code: 9363 Truck/Ticket No: 6224 / 1674365 Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 30 cu. yd. total placement Remarks: Air content is below specification - Mr Rick O'Dell was informed. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Ong: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Robert P. Nance, Sr. Project Manager ��. ALL.tMCE QEQTECFNYICAL QiQUP 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: C10 -0535 Date Sampled: 06/12/2010 Report Date: 06/21/2010 Previously Reported: 06/15/2010 Sampled By: Creeks, Brandon Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Adrian L_____l MA 10 -01 Type 5 Location: Intersection of Denton Tap and Sandy Lake Order Number: Vendor #9176 Client: The City of Coppell Source REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86351 Plant: LMC Mix Code: 1701 Test Method: See Below Truck/Ticket No: 9141 / 3277719 TEST RESULTS Report No: 86351 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Number of Specimens: 5 Location: Paving at Denton Tap Road & Sandy Lake Rd - 21' North on Denton Tap going 35' North & 10' East of Denton Tap Center Line Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 77,285 Type 3 Lab 2,730 2,730 B 3 6.00 28.27 112,590 Type 4 Lab 3,980 3,980 C 7 6.00 28.27 116,450 Type 3 Lab 4,120 4,120 D 28 E 28 6.00 28.27 6.00 28.27 n Type 1 Specification: 4,000 psi @ 28 days Date Received: 06/13/2010 Curing Method: Standard Time Sampled: 8:20 am Temp.: Ambient: 81 °F Mix: 89 °F Lab Lab l H M M Ll L_____l Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 4.0 Inches Transported By: LMC Air Content: 3.0% Source /Sampled At: Truck / Center Plant: LMC Mix Code: 1701 Truck/Ticket No: 9141 / 3277719 Quantity Represented: 15 cu. yds. at 20 cu. yds. placed of a 140 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Robert P. Nance, Sr. Project Manager �iglitl � If�� M 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: C10 -0535 Date Sampled: 06/12/2010 Report Date: 06/21/2010 Previously Reported: 06/15/2010 Sampled By: Creeks, Brandon Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Adrian MA 10 -01 Location: Intersection of Denton Tap and Sandy Lake Order Number: Vendor #9176 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86351 Test Method: See Below TEST RESULTS Report No: 86351 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Number of Specimens: 5 Location: Paving at Denton Tap Road & Sandy Lake Rd Center Line - 33' South and 15' East of Denton Tap Center Line Quantity Represented: 105 cu. yds. at 110 cu. yds. placed of a 140 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group 1�. Robert P. Nance, Sr. Project Manager Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 78,880 Type 3 Lab 2,790 2,790 B 3 6.00 28.27 110,650 Type 4 Lab 3,910 3,910 C 7 6.00 28.27 117,390 Type 4 Lab 4,150 4,150 D 28 6.00 28.27 Lab E 28 6.00 28.27 Lab 1 i Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/13/2010 Slump: 4.5 Inches Transported By: LMC Curing Method: Standard Air Content: 3.3% Source /Sampled At: Truck / Center Time Sampled: 10:55 am Plant: LMC - Plant #3 Temp.: Ambient: 88 °F Mix: 91 °F Mix Code: 1701 Truck/Ticket No: 5005 / 3277738 Quantity Represented: 105 cu. yds. at 110 cu. yds. placed of a 140 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group 1�. Robert P. Nance, Sr. Project Manager 1 C 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: C10 -0535 Date Sampled: 06/11/2010 Report Date: 06/15/2010 Sampled By: Pointer, Alvin Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell MA 10 -01 Location: Denton Tap and Sandy Lane North median nose (pavement Order Number: Vendor #9176 replacement) Quantity Represented: 15 cu. yds. at 20 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 ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group i Robert P. Nance, Sr. Project Manager Number of Client: The City of Coppell Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86321 Material: Concrete Test Method: See Below TEST RESULTS Report No: 86321 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 78,910 Type 3 Lab 2,790 2,790 B 3 6.00 28.27 112,590 Type 3 Lab 3,980 3,980 C 7 6.00 28.27 Lab D 28 6.00 28.27 Lab E 28 6.00 28.27 Lab H N� R E ad S [1] D Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/12/2010 Slump: 3.75 Inches Transported By: LMC Curing Method: Standard Air Content: 4.0% Source /Sampled At: Truck / Center Time Sampled: 11:50 am Plant: 6 Temp.: Ambient: 85 °F Mix: 90 °F Mix Code: 1701 Truck/Ticket No: 7023 / 6372021 Quantity Represented: 15 cu. yds. at 20 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 ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group i Robert P. Nance, Sr. Project Manager RLLlAI'ICE GEOTECHIYICAL 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: C10 -0535 Date Sampled: 06/11/2010 Report Date: 06/21/2010 Previously Reported: 06/15/2010 Sampled By: Pointer, Alvin Project: Denton Tap & Sandy Lake Brick Paver Replacement C.LP Project By Order Of: Rick O'Dell MA 10 -01 Location: Denton Tap and Sandy Lane North median nose (pavement Order Number: Vendor #9176 replacement) .El LEI M I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Number of Date Received: Client: The City of Coppell Transported By: LMC Curing Method: Standard Air Content: 4.0% Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86321 Material: Concrete Test Method: See Below TEST RESULTS Report No: 86321 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) Comments A 1 6.00 28.27 78,910 Type 3 Lab 2,790 2,790 B 3 6.00 28.27 112,590 Type 3 Lab 3,980 3,980 C 7 6.00 28.27 123,720 Type 4 Lab 4,380 4,380 D 28 6.00 28.27 Lab E 28 6.00 28.27 Lab .El LEI M I Quantity Represented: 15 cu. yds. at 20 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 ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group 4 9= Robert P. Nance, Sr. Project Manager Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,000 psi @ 28 days Date Received: 06/12/2010 Slump: 3.75 Inches Transported By: LMC Curing Method: Standard Air Content: 4.0% Source /Sampled At: Truck / Center Time Sampled: 11:50 am Plant: 6 Temp.: Ambient: 85 °F Mix: 90 °F Mix Code: 1701 Truck/Ticket No: 7023 / 6372021 Quantity Represented: 15 cu. yds. at 20 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 ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: George S. Marshall, P.E. Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E. (1 -ec copy) 1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. 1 -ec The City of Coppell Attn: Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group 4 9= Robert P. Nance, Sr. Project Manager