Coppell Ind 2- LR150520
2 4 2 4 S T U T Z D R . S U I T E 4 0 0 D A L L A S , T X 7 5 2 3 5 T E L [2 1 4 ] 3 5 0 5 6 0 0 F AX [2 1 4 ] 3 5 0 0 0 1 9
CONCRETE CYLINDER TEST REPORT
Tradepoint Business Park Building 1B Expansion
980 W. Bethel Road
Coppell, Texas
REPORTED TO: Hillwood Investment Properties
3090 Olive Street, Suite 300
Dallas, Texas 75219
ATTN: Mr. Mike Jones
REPORT NO. 32
REG PROJECT NO. 20346
SAMPLE DATE: 05-20-15
TECHNICIAN: N. Hernandez
PAGE: 1 of 1
CONTRACTOR: Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Pier: G-7 10/80
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Argos 2554 3000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
(lbs.)
Compressive
Strength (psi)
Average Strength
(psi)
1 5231 05-27-15 7 54310 4320
5231 06-17-15 28 73310 5830
5231 06-17-15 28 73600 5860
5231 06-17-15 28 70890 5640 5780
5231 Hold H
Cylinder Data
Set
No.
Cylinder
ID
Slump
(inches)
Time of
Sample
Air
Temp.
(°F)
Concrete
Temp.
(°F)
Air
Entrainment
(%)
Unit
Weight
(lbs/ft3)
Ticket
Number
1 5231 5.0 11:30 AM 76 79 2.4 151.4 1615674
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) Hillwood Investment Properties/
Mr. Mike Jones
(1) Hillwood Investment Properties/
Ms. Sandy Carroll
(1) Hillwood Construction Services/
Mr. David Grayson
(1) Hillwood Construction Services/
Mr. Tom McConnell
(1) City of Coppell/Mr. O’Dell
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill W oolwine
Sr. Manager, CMT
CT/cn