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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: C13-0634
Report Date: 05/08/2015
Project: West Sandy Lake Road
Location: Sidewalk
Client: City of Coppell _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
TEST RESULTS
Spec Age Tested
Nbr (date : days)
A 05/09/15:7
B 05/30/15:28
C 05/30/15:28
Date Sampled: 05/02/2015
Sampled By:
Client Made Specimen, F
By Order Of:
Royse
Order Number: 1770
Number of
Cure
Specimens:
3
LAB NO:
185350
Test Method:
See Below
Report No:
185350
Page 1 of 1
Lab
Specification
Strength: 3,600 psi @ 28 days
Slump:
Air Content:
Date Received: 05/03/2015
Curing Method: Standard
Time Sampled:
Time Batched:
Temp.: Ambient: Mix:
Slump: Transported By:
Air Content: NA Source/Sampled At: Truck / Center
Mix Code: Plant:
Truck/Ticket No:
Quantity Represented:
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Client: City of Coppell Attn: Mr Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr Keith Marvin, P
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department 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
Diameter
Area Load
Cure
Strength
Strength Tested
(in)
(int) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
6.00
28.27 78,260 Type 3
Lab
2,770
2,770
6.00
28.27
Lab
6.00
Lab
xr28.27 II
_
`I
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump:
Air Content:
Date Received: 05/03/2015
Curing Method: Standard
Time Sampled:
Time Batched:
Temp.: Ambient: Mix:
Slump: Transported By:
Air Content: NA Source/Sampled At: Truck / Center
Mix Code: Plant:
Truck/Ticket No:
Quantity Represented:
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Client: City of Coppell Attn: Mr Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr Keith Marvin, P
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department 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.