TR0801-LR100527III
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Acct ID:
1770 File No: C10 -0545
Date Sampled:
05/27/2010
Report Date:
06/01/2010
Sampled By:
(GC) General Contractor
Project:
Sandy Lake Road and Riverchase Intersection
By Order Of:
Albert Samaniego
Location:
Drill Shaft pier, Northwest corner of Riverchase and Sandy LakE
Order Number:
(Ibs) Break Type
Loc
(PSI)
Number of
A 7
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
85854
Material:
Concrete
Test Method:
See Below
TEST RESULTS Report No: 85854
Page 1 of 1
Quantity Represented:
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 strenqth tests per ASTM C39.
Charge: The City of Coppell Attn: Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Keith Marvin, P. E. (1 -ec copy)
1 -ec The City of Coppell Attn: Mr. Albert Samaniego
Respectfully Submitted,
Alliance Geotechnical Group
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.
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load
Cure
Strength
Strength
Nbr (days)
(in)
(in 2)
(Ibs) Break Type
Loc
(PSI)
(PSI) Comments
A 7
4.00
12.57
44,650 Type 3
Lab
3,550
3,550
B 28
4.00
12.57
Lab
C 28
4.00
12.57
Lab
D
HOLD (see remarks)
11ElEl
Type 1
Type 2 Type 3
Type 4
Type 5
Type 6
Specification:
4,000 psi @ 28 days
Date Received:
05/28/2010
Slump:
Transported By:
Curing Method:
Standard
Air Content: NA
Source /Sampled At: Truck / Center
Time Sampled:
Plant:
Temp.: Ambient:
Mix:
Mix Code:
Truck/Ticket No:
Quantity Represented:
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 strenqth tests per ASTM C39.
Charge: The City of Coppell Attn: Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Keith Marvin, P. E. (1 -ec copy)
1 -ec The City of Coppell Attn: Mr. Albert Samaniego
Respectfully Submitted,
Alliance Geotechnical Group
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.