Coppell Ind 2-LR130827
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 540
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
07-30-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
D. Rico
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Turn lane curb: 150’S, 90’E from SW building corner 10/40
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Redi Mix 10L11502 3600
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No.IDDate Tested Test(lbs.)Strength (psi) (psi)
1 8160 08-06-13 7 48740 3880
8160 08-27-13 28 65630 5220
8160 08-27-13 28 59140 4710
8160 08-27-13 28 59290 4720 4880
8160 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 8160 5.0 9:45 AM 84 87 5.5 146.0 25698589
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/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
(1) Ms. Sacha Miner
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
REPORTED TO:REPORT NO.
Hillwood 539
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
07-30-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
D. Rico
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Sidewalk: 990’S, 240’E from NE building corner 20/100
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter 7752 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No.IDDate Tested Test(lbs.)Strength (psi) (psi)
1 8159 08-06-13 7 55740 4430
8159 08-27-13 28 63060 5020
8159 08-27-13 28 69800 5560
8159 08-27-13 28 66980 5330 5300
8159 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 8159 5.0 7:45 AM 78 87 4.5 145.2 639
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/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
(1) Ms. Sacha Miner
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX