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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: C15-0812
Date Sampled: 02/19/2016
Report pate: 03/18/2016 Previously Reported: 02/27/2016
Sampled By: Perez, Jose
Project: Freeport Parkway North
By Order Of: Walter
Location: South sidewalk from Station 20+40 to 22+66, Sampled; South
Order Number: 1770
sidewalk at Station 20+55
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 203607
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 203607
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 02/26/16 : 7 6.00 28.27 81,835 Type 4
Lab 2,890
JR
B Q2/20/16: 7 6.00 28.27 79,595 Type 4
Lab 2,820
2,850 JR
C 03/18/16: 28 6.00 28.27 112,050 Type 1
Lab 3,960
JR
D 03/18/16: 28 6.00 28..27 106,670 Type 1
Lab 3,770
3,870 JR
x'/F � .1. F �/\I..I
R FIF] [']
Type 1 Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/20/2016
Curing Method: Standard
Time Sampled: 11:40 am
Time Batched: 10:20 am
Temp.: Ambient: 67°F Mix: 71°F
CONFORMS
Slump: 4.25 Inches Transported By: LMC
Air Content: 3.9% Source/Sampled At: Truck I Center
Mix Code: 1261 Plant: 952
Truck/Ticket No: 5015 / 62993066
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 38.0 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.
Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r
f J
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.