ST0301A-LR101202êëöçôåô
øáðìäìêìéçôææðãôãôçøòô
êøõåçôëòåñåçôëòåñ
éôöðøìôåôççôøäçô
֍
êö
êììôëåæ
ø÷
ø÷
ø÷
åøëõøçõ
Consulting Engineering * Geotechnical Engineering * Construction Materials
0 `' fLLffltCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECIINICML Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW Acct ID: 1770 File No: C10 -0631 Date Sampled: 11/30/2010
Report Date: 12/02/2010 Sampled By: Alvin Pointer
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: (Rail) Bridge wall south side 4th section (30' sections) on west Order Number: Vendor #9176
end, west to east and 1st full section after bridge on south side
and west end
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95416
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 95416
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 7 4.00 12.57 70,795 Type 3 Lab 5,630 5,630
B 28 4.00 12.57 Lab
C 28 4.00 12.57 Lab
D HOLD (see remarks) -
`..,.. r n
. , , , ,A,
_ _ ___ ____ _ .._ ..,...
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 12/01/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.7% Source /Sampled At: Truck / Center
Time Sampled: 3:30 pm Plant: 6
Temp.: Ambient: 47 °F Mix: 67 °F Mix Code: 3069 Truck/Ticket No: 9113 / 6381400
Quantity Represented: 5 cu. yds. at 5 cu. yds. placed of a 5 cu. yd. total placement
Remarks: 5 gallons of water added after sample taken.
Test Method (As Applicable): Unless noted, concrete was sampled and :.• .n accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive stren• - • el` ASTM C39.
I
Charge: The City of Coppell Attn Mr. Keith Marvin, P.E.
Ong: 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. p
1 -ec JRJ Paving Attn Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda A /��
1 -hc The City of Coppell Attn Mr. Larry Davis vi
Robert P. Nance, President
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.
øáðìäìêìéçôææðãôãôçøòô
êøõåçôëòåñåçôëòåñ
éôöðøìôåôççôøäçô
֍
êö
êììôëåæ
ø÷
ø÷
ø÷
åøëõøçõ
øáðìäìêìéçôææðãôãôçøòô
êøõåçôëòåñåçôëòåñ
éôöðøìôåôççôøäçô
֍
êö
êììôëåæ
ø÷
ø÷
ø÷
åøëõøçõ
êëöçôåô
øáðìäìêìéçôææðãôãôçøòô
êøõåçôëòåñåçôëòåñ
éôöðøìôåôççôøäçô
֍
êö
êììôëåæ
ø÷
ø÷
ø÷
åøëõøçõ