Sales Tax 09-LR110107OLLUINCE
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G_ O
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 -1014
Date Sampled: 12/09/2010
Report Date: 01/07/2011 Previously Reported: 12/16/2010
Sampled By:
Herbrand, Ryan
Project:
Clear Creek
By Order Of:
Rick O'dell
Location:
Knollcreek, S. bound lane in front of house #434
Order Number: 1770
4,630
4,630
Number of
Type 1
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
95803
Material:
CONCRETE
Test Method:
See Below
TEST RESULTS Report No: 95803
Page 1 of 1
Spec
Age Tested
Nbr
(days)
A
4
B
7
C
28
D
28
Diameter
Area
(in)
(in')
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Lab
4,630
4,630
.Lab
Type 1
Specification: 3,600 psi @ 28 days
Date Received: 12/10/2010
Curing Method: Standard
Time Sampled: 1:30 pm
Temp.: Ambient: 57 °F Mix: 603 °F
Quantity Represented: 10 cu. yds.
Slump: 3.25 Inches Transported By: Redi -Mix
Air Content: 5.1 % Source /Sampled At: Truck / Center
Plant: Redi -Mix - Plant #259
Mix Code: 1 01_1 1504 Truck/Ticket No: 1333 / 25277050
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.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
Maximum
Load
(lbs) Break Type
101,505 Type 4
130,840 Type 1
169,610 Type 3
170,765 Type 2
I L' ------
. ...... ......
Type 2 Type 3 Type 4 Type 5 Type 6
I HIS 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.
Compressive
Average
Cure
Strength
Strength
Loc
(PSI)
(PSI) Comments
Lab
3,590
3,590
Lab
4,630
4,630
.Lab
6,000
Lab
6,040
6,020
I L' ------
. ...... ......
Type 2 Type 3 Type 4 Type 5 Type 6
I HIS 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.