Sales Tax 09-LR110126FILLIMCE
NIP GROUr
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 -1013
Date Sampled: 12/28/2010
Report Date: 01/26/2011
Sampled By: Creeks, Brandon
Project: Heartz Road
By Order Of: Larry w/ RKM
Location: Paving on Heartz Rd just S. of Sandy Lake Rd
Order Number: 1770
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 96415
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 96415
Page 1 of 1
Maximum
Compressive Average
Spec Age Tested Diameter Area
Load Cure
Strength Strength
Nbr (days) (in) (in')
(Ibs) Break Type. Loc
(PSI) (PSI) Comments
A 7 6.00 28.27
125,995 Type 2 Lab
4,460 4,460
B 28 6.00 28.27
161,280 Type 2 Lab
5,700
C 28 6.00 28.27
160,610 Type 2 Lab
5,680 5,690
D
HOLD (see remarks) -
�,�
I 'll
IL
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/29/2010
Slump: 5.75 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.7%
Source /Sampled At: Truck / Center
Time Sampled: 9:09 am
Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 47 °F Mix: 54 °F
Mix Code: 10L11504
Truck/Ticket No: 1377 / 25282540
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: Mr, Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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 QUALI rY ASSURANCE PROGRAM UNLESS SO
NO ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION.