Coppell Ind 2-LR130525
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 446
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
05-18-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Bowers
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 25’N, 20’E from NW building corner 660/700
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Redi Mix 7752 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 6790 05-25-13 7 103030 3650
6790 06-15-13 28
6790 06-15-13 28
6790 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 6790 5.0 12:30 PM 88 86 4.6 148.4 153
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
REPORT NO.
REPORTED TO: 444
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
05-18-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Watson
PAGE:
1 of 2
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 300’S, 125’E from NE building corner 20/800
2 Paving: 285’S, 115’E from NE building corner 110/800
3 Paving: 235’S, 90’E from NE building corner 210/800
4 Paving: 215’S, 90’E from NE building corner 310/800
5 Paving: 153’S, 24’E from NE building corner 430/800
6 Paving: 107’S, 12’W from NE building corner 520/800
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 6749 05-25-13 7 135570 4800
6749 06-15-13 28
6749 06-15-13 28
6749 06-15-13 28
6749 Hold H
2 6750 05-25-13 7 119950 4240
6750 06-15-13 28
6750 06-15-13 28
6750 06-15-13 28
6750 Hold H
3 6751 05-25-13 7 130950 4630
6751 06-15-13 28
6751 06-15-13 28
6751 06-15-13 28
6751 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 444
REG PROJECT NO. 18520
SAMPLE DATE: 05-18-13
PAGE: 2 of 2
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
4 6752 05-25-13 7 136450 4830
6752 06-15-13 28
6752 06-15-13 28
6752 06-15-13 28
6752 Hold H
5 6753 05-25-13 7 104150 3690
6753 06-15-13 28
6753 06-15-13 28
6753 06-15-13 28
6753 Hold H
6 6754 05-25-13 7 133710 4730
6754 06-15-13 28
6754 06-15-13 28
6754 06-15-13 28
6754 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 6749 4.5 4:26 AM 75 83 4.5 146.0 79
2 6750 5.5 5:32 AM 74 80 5.0 144.0 88
3 6751 5.5 6:34 AM 73 81 5.0 145.6 98
4 6752 6.25 7:18 AM 73 82 5.0 145.6 108
5 6753 6.5 8:32 AM 79 80 4.5 146.0 120
6 6754 4.75 9:39 AM 79 84 5.0 146.0 132
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