ST0502A- LR160330RLLIfY'kCE
f3EOTECF1f11CPIL
._GROUP_-- ._
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 177Q
File No: C15-0812
Date Sampled: 03/21/2016
Report Date: 03/30/2016
Sampled By: Skariah, Jay
Project: Freeport Parkway North
By Order Of: Walter
Location: Freeport Parkway median
at Station 16+00 to 18+24, Sampled;
Order Number: 1770
Station 17+20
Number of
Client: City of Copped
Specimens. 4
REPORT: REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO: 206161
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 206161
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter
Area Load Cure Strength
Strength Tested
Nbr (date : days) (in)
(int) (Ibs) Break Type Loc (PSI)
(PSI) By Comments
A 03/28/16: 7 6.00
28.27 107,770 Type 3 Lab 3,810
MM
B 03/28/16 : 7 6.00
28.27 110,095 Type 3 Lab 3,890
3,850 MM
C 04/18/16:28 6.00
28.27 Lab
D 04/18/16:28 6.00
28.27 Lab
-F" -Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.5 Inches Transported By: LMC
Air Content: 3-6 Air Content: 4.9% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 956
Date Received: 03/22/2016 Truck/Ticket No: 1943 1 63099571
Curing Method: Standard
Time Sampled: 12:45 pm
Time Batched: 11:44 am
Temp.: Ambient: 59°F Mix: 67°F
Unit Weight: 144.5 #/cu ft
Quantity Represented: 9.5 cu. yds. at 19.0 cu. yds. placed of a 19.0 cu. yd. total placement
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.
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
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.