Sales Tax 09-LR110112�V1@ nw rwu�
FILLIMIC
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
File No: C10 -1013
Report Date: 01/12/2011
Project: Heartz Road
Location: Drive approach and parking lot S. side of Sandy Lake
Date Sampled: 01/05/2011
Sampled By: Gatton, Tim
By Order Of: Cruz w /RKM
Order Number: 1770
Quantity Represented: 10 cu. yds.
Remarks: *Slump exceeds specifications
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
�z
Perry C. Kakara, Sr. Project Manager
`I HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TEST ED 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.
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 96613
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 96613
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
112,380 Type 1 Lab
3,970 3,970
B 28 6.00
28.27
Lab
C 28 6.00
28.27
Lab
D
HOLD (see remarks) -
N
a
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 01/06/2011
Slump: 7.0 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 5.3%
Source /Sampled At: Truck / Center
Time Sampled: 2:06 pm
Plant: Redi -Mix - Plant #259
Temp.: Ambient: 58 °F Mix: 59 °F
Mix Code: 1 01_1 1504
Truck/Ticket No: 1349 / 25284174
Quantity Represented: 10 cu. yds.
Remarks: *Slump exceeds specifications
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
�z
Perry C. Kakara, Sr. Project Manager
`I HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TEST ED 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.