ST0301A-LR101203R1-UAncE
G GEOTECHI'IfCRL
GRC?UP
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 -0631
Date Sampled:
12/01/2010
Report Date:
12/03/2010
Sampled By:
Whitney, Steve
Project:
Bethel Road Paving & Utility Improvements
By Order Of:
Larry Davis
Location:
Eastbound Bethel Rd - south side railing, Section 8 and 9
Order Number:
Vendor #9176
Contractor:
JRJ Paving
Number of
Source /Sampled At: Truck/ Center
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
95433
Material:
Concrete
Test Method:
See Below
TEST RESULTS Report No: 95433
Page 1 of 1
Spec
Age Tested
Nbr
(days)
A
7
B
28
C
28
D
Diameter Area
(in)
(in')
4.00
12.57
4.00
12.57
4.00
12.57
Maximum
Load
(lbs) Break Type
59,785 Type 2
Average
Strength
(PSI) Comments
4,760
HOLD (see remarks) -
Compressive
Cure
Strength
Loc
(PSI)
Lab
4,760
Lab
4,000 psi @ 28 days
Lab
Average
Strength
(PSI) Comments
4,760
HOLD (see remarks) -
Quantity Represented: 3 cu. yds. at 6 cu. yds. placed of a 6 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.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, 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
Respectfully Submitted,
Alliance Geotechnical Group
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.
�11]
El� M E
F111 11
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
4,000 psi @ 28 days
Date Received:
12/02/2010
Slump: 5.0 Inches
Transported By: LMC
Curing Method:
Standard
Air Content: 5.5%
Source /Sampled At: Truck/ Center
Time Sampled:
3:25 pm
Plant: 3
Temp.: Ambient:
65 °F Mix: 70 °F
Mix Code: 3069
Truck/Ticket No: 9134 / 3285976
Quantity Represented: 3 cu. yds. at 6 cu. yds. placed of a 6 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.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, 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
Respectfully Submitted,
Alliance Geotechnical Group
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.