ST0301A-LR100826 - - r' Consulting Engineering * Geotechnical Engineering * Construction Materials
f1LLIfJCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
fq GEOTECHIi Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUT
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/23/2010
Report Date: 08/26/2010 Sampled By: Lane, William
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Eastbound Bethel Road Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89548
Test Method: See Below
TEST RESULTS Report No: 89548
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 4
Location: Eastbound Bethel Road - Right of Centerline - Station 53 +00
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (Ibs) Break Type Loc (PSI) - omments
A 7 6.00 28.27 116,650 Type 2 Lab 4,130 4,130
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
M P I.: '). ift\' 1
..., ri LI
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 08/24/2010 Slump: 4.25 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.7% Source /Sampled At: Truck / Center
Time Sampled: 7:10 am Plant: 3
Temp.: Ambient: 85 °F Mix: 90 °F Mix Code: 1851 Truck/Ticket No: 7025 / 3281118
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 130 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, cor` Ze was sampled and tested in accordance with ATM C172, C143, C231 or C173,
s per ASTM
C1064 and C i ,` Co pressi stre gth tests C39.
i a
Charge: The City of Coppell Attn: Mr. Keith Ma P.E.
Orig: The City of Coppell (Coppell, TX) Attn: M eith Ma , P.E. Respectfully Submitted,
(1 -ec copy) Alliance Geotechnical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhil , '.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 rf /,
Vf.
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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