Coppell Trade 3-LR140219 (2)FR EE L7 1 EMCSIMEEFRIME.-
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Coppell Trade Center III
andy Lake Road and Freeport Parkway
Coppell, Texas
REPORTED TO: Holt Lunsford Commercial
5055 Keller Springs Road, Suite 300
Coppell, Texas
ATTN: Mr. Ken Neman
CONTRACTOR: Mycon General Contractors
REPORT NO. 25
REG PROJECT NO. 19397
SAMPLE DATE: 02 -19 -14
TECHNICIAN: E. Barrington
PAGE: 1 of 1
- ocation of Sam le
Set Number Location Quantity Represented (c.y.)
1 Footings: J -11.7, J -12.3 and J -12.5 9/45
)esi n Information
Source of Concrete Mix Identification Specified Strength (psi)
LMC 5365 4000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
lbs.
Compress' Average Strength
Str i (psi)
1 2289
02 -26 -14
7 64680 5150
2289
03 -19 -14
28
2289
03 -19 -14
28
2289
03 -19 -14
28
2289
Hold
H
Cvlinder Data
Note: (1) Concrete was sampled in accordance with ASTM C -31
(2) Concrete cylinders were tested in accordance with ASTM C -39
E -Mail
Distribution: (1) Holt Lunsford Commercial/
Mr. Ken Newman
(1) Mycon General Contractors/
Mr. Ryan Stoll
(1) Mycon General Contractors/
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Original Signed By
Air
Concrete
Air
Unit
Set
Cylinder
Slump
Time of
Temp.
Temp.
Entrainment
Weight
Ticket
No.
ID
inches
Sample
°F
°F
%
Ibs /ft3
Number
1 2289 4.0 1:20 PM 68 65 5.1 146.1 64357609
Note: (1) Concrete was sampled in accordance with ASTM C -31
(2) Concrete cylinders were tested in accordance with ASTM C -39
E -Mail
Distribution: (1) Holt Lunsford Commercial/
Mr. Ken Newman
(1) Mycon General Contractors/
Mr. Ryan Stoll
(1) Mycon General Contractors/
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Original Signed By