ST0502B- LR151009RLLiRnce
GGEOTKHfII09L
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: 1770 File No: C15-0812 Date Sampled: 09/30/2015
Report Date: 10/09/2015 Sampled By: Smith, Charles
Project: Freeport Parkway North By Order Of: Walter
Location: Wall pour, Panel 11, Sampled; Approximately T from southwest Order Number: 1770
corner of panel
Client: City of Coppell
Number of
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 194638
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 194638
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 10/07/15: 7 6.00 28.27 103,265 Type 3 Lab 3,650
3,650
B 10/28/15:28 6.00 28.27 Lab
C 10/28/15:28 6.00 28.27 Lab
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 4.5 Inches
Transported By: LMC
Air Content: 3-6 Air Content: 5.2% Source/Sampled At: Truck / Center
Mix Code: 1701
Plant: 956
Date Received: 10/01/2015
Truck/Ticket No: 5029 / 63095653
Curing Method: Standard
Time Sampled: 3:00 pm
Time Batched: 2:06 pm
Temp.: Ambient: 89°F Mix: 95°F
Unit Weight: 145.7 #/cu ft
Quantity Represented: 9.5 cu. yds. at 19 cu. yds. placed of a 19 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.