ST0301A-LR100905 ` " _ Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
GeOTECH[IICFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/31/2010
Report Date: 09/05/2010 Sampled By: Lane, William
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Various Locations Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89875
Test Method: See Below
TEST RESULTS Report No: 89875
Page 2 of 3
Set: 2 of 3 Material: Concrete Number of Specimens: 4
Location: Eastbound Bethel Road - Station 46 +30
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (lbs) Break Type Loc (PSI) (PSI) Comments
A 2 4.00 12.57 45,780 Type 3 Lab 3,640 3,640
B 7 4.00 12.57 Lab
C 28 4.00 12.57 Lab
D 28 4.00 12.57 Lab
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Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 09/01/2010 Slump: 5.0 Inches Transported B L
By: LIVID
Curing Method: Standard Air Content: 5.2% Source /Sampled At: Truck / Center
Time Sampled: 12:00 pm Plant: 6
Temp.: Ambient: 90 °F Mix: 95 °F Mix Code: 1851 Truck/Ticket No: 1098 / 6376831
Unit Weight: 144 # /cu ft
Quantity Represented: 95 cu. yds. at 100 cu. yds. placed of a 100 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: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
-oi l , 1 -hc The City of Coppell Attn: Mr. Larry Davis
Robert P. Nance, Sr. Project 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.
Consulting Engineering * Geotechnical Engineering * Construction Materials
40, ALLIANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEoTEcHrItcfL Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/31/2010
Report Date: 09/05/2010 Sampled By: Lane, William
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Various Locations Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89875
Test Method: See Below
TEST RESULTS Report No: 89875
Page 1 of 3
Set: 1 of 3 Material: Concrete Number of Specimens: 4
Location: Eastbound Bethel Road - Station 44 +50
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in') (lbs) Break Type Loc (PSI) () Comments
A 2 4.00 12.57 28,890 Type 3 Lab 2,300 300
B 7 4.00 12.57 Lab
C 28 4.00 12.57 Lab
D 28 4.00 12.57 Lab
JJ:11 P---„ [I]
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 09/01/2010 Slump: 4.5 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.8% Source /Sampled At: Truck / Center
Time Sampled: 9:15 am Plant: 6
Temp.: Ambient: 82 °F Mix: 93 °F Mix Code: 1851 Truck/Ticket No: 5033 / 6376814
Unit Weight: 144 # /cu ft
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 100 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: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1- eccopy) Alliance Geotechnical Group Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. rou p
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis f�
Robert P. Nance, Sr. Project 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.
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