Coppell Ind 2-LR130122
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 82
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
01-22-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
T. Klein
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Piers: S.5/11.5, S.9/10, S.9/11 and S.9/11.5 8/100
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 9337 3000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4050 01-29-13 7 130110 4600
405002-19-13 28 165940 5870
405002-19-13 28 169870 6010 5940
4050Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 4050 4.75 11:40AM 56 58 2.0 149.6 30348
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
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/jm
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 82
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
01-22-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
T. Klein
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Piers: S.5/11.5, S.9/10, S.9/11 and S.9/11.5 8/100
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 9337 3000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4050 01-29-13 7 130110 4600
405002-19-13 28
405002-19-13 28
4050Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 4050 4.75 11:40AM 56 58 2.0 149.6 30348
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
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/jm
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX