Coppell Ind 2-LR130205
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 135
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-05-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
S. Davis
PAGE:
1 of 2
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Piers: C.5-1.3, D-1.3, D.5-1.3 and E-1.3 10/130
2 Piers: D.5-6 and E-6 120/130
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Concrete 9349 3000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4355 02-12-13 7 116790 4130
4355 03-05-13 28
4355 03-05-13 28
4355 Hold H
2 4356 02-12-13 7 106690 3780
4356 03-05-13 28
4356 03-05-13 28
4356 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 4355 6.0 11:15 AM 60 65 1.6 149.8 30773
2 4356 6.5 4:00 PM 69 66 1.8 150.0 30808
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 135
REG PROJECT NO. 18520
SAMPLE DATE: 02-05-13
PAGE: 2 of 2
Submitted by:
E-Mail
Distribution:
(1) Hillwood/Mr. Kerry Roetzel
REED ENGINEERING GROUP, LTD.
(1) Hillwood Construction Services/
Registration Number F-3114
Mr. Gary Jones
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates/Mr. Lance Clinton
(1) Macgregor Associates/
Bill Woolwine
Mr. Thomas Holland
Sr. Manager, CMT
(1) Macgregor Associates/
BW/cn
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
(1) City of Coppell/Mr. Rick O’Dell