ST0301A-LR100831 _ __. _____.. Consulting Engineering * Geotechnical Engineering * Construction Materials
4.0 fLLJfICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
G -rea 1ICf L Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/26/2010
Report Date: 08/31/2010 Sampled By: Clay, Bill
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Sidewalk at Bethel Rd. and Chateau - starting at Denton Tap Order Number: Vendor #9176
going west on Bethel ending at Chateau, north side of Bethel
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89694
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 89694
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) Corti-Rents
A 7 6.00 28.27 84,900 Type 3 Lab 3,000 .00 .
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D t HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 08/27/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 6.0% Source /Sampled At: Truck / Center
Time Sampled: 9:33 am Plant: 3
Temp.: Ambient: 74 °F Mix: 84 °F Mix Code: 1261 Truck/Ticket No: 7037 / 3281347
Unit Weight: 145.4 # /cu ft
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 10 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) Alliance Geotechnical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thomhill, P.E.
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 s gerfb 1 *.
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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,_.,. __ —• Consulting Engineering * Geotechnical Engineering * Construction Materials
f1LLKIIICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
zr ii GEOTECHNICFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUT
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/23/2010
Report Date: 08/31/2010 Sampled By: Gatton, Tim
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Concrete Retaining Wall on Eastbound Bethel Road, station Order Number: Vendor #9176
39 +75
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89574
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 89574
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 7 4.00 12.57 49,920 Type 4 Lab 3,970 3,970
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 08/24/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.8% Source /Sampled At: Truck / Center
Time Sampled: 2:30 pm Plant: LMC - Plant #6
Temp.: Ambient: 104 °F Mix: 86 °F Mix Code: 1851 Truck/Ticket No: 3032 / 6376382
Quantity Represented: 4.5 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 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 ////////
1 -hc The City of Coppell Attn: Mr. Larry Davis i,r
*,`^ r
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.