TR0801-LR100526ALLIAnCE
G GEOTKfifIICRL
GROUP
Acct ID: 1770
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Q 1
11� 1 v
File No: C10 -0545
Report Date: 06/01/2010
Project: Sandy Lake Road and Riverchase Intersection
Location: Light Pole Pier at NE corner of Shady Lake Rd & Riverchase -
Pier #1
Date Sampled: 05/26/2010
Sampled By: Contractor
By Order Of: Albert Samaniego
Order Number:
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 strength 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 VNTHOUT WRITTEN PERMISSION.
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 85807
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 85807
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
52,310 Type 4 Lab
4,160 4,160
B 28 4.00
12.57
Lab
C 28 4.00
12.57
Lab
D
(see remarks) -
l HOLD
ri
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 05/27/2010
Slump:
Transported By:
Curing Method: Standard
Air Content: NA
Source /Sampled At:
Time Sampled: 1:00 pm
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 strength 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 VNTHOUT WRITTEN PERMISSION.