Coppell Ind 2-LR130306
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 210
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-27-13
ATTN: Mr. Kerry Roetzel
TECHNICIANS:
J. Bowers &
J. Ruiz
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 940’N, 250’E from SE building corner 20/900
2 Paving: 960’N, 140’E from SE building corner 120/900
3 Paving: 975’N, 240’E from SE building corner 210/900
4 Paving: 1000’N, 150’E from SE building corner 300/900
5 Paving: 1080’N, 140’E from SE building corner 410/900
6 Paving: 1100’N, 160’E from SE building corner 510/900
7 Paving: 1245’N, 255’E from SE building corner 610/900
8 Paving: 1140’N, 140’E from SE building corner 720/900
9 Paving: 1245’N, 145’E from SE building corner 800/900
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.IDDate Tested Test(lbs.)Strength (psi) (psi)
1 4800 03-06-13 7 106600 3770
4800 03-28-13 28
4800 03-28-13 28
4800 Hold H
2 4801 03-06-13 7 140340 4970
4801 03-28-13 28
4801 03-28-13 28
4801 Hold H
3 4802 03-06-13 7 156180 5530
4802 03-28-13 28
4802 03-28-13 28
4802 Hold H
4 4803 03-06-13 7 121650 4300
4803 03-28-13 28
4803 03-28-13 28
4803 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 210
REG PROJECT NO. 18520
SAMPLE DATE: 02-27-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No.IDDate Tested Test(lbs.)Strength (psi) (psi)
5 4804 03-06-13 7 103260 3650
4804 03-28-13 28
4804 03-28-13 28
4804 Hold H
6 4805 03-06-13 7 103900 3680
4805 03-28-13 28
4805 03-28-13 28
4805 Hold H
7 4806 03-06-13 7 107600 3810
4806 03-28-13 28
4806 03-28-13 28
4806 Hold H
8 4807 03-06-13 7 124930 4420
4807 03-28-13 28
4807 03-28-13 28
4807 Hold H
9 4808 03-06-13 7 111050 3930
4808 03-28-13 28
4808 03-28-13 28
4808 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 4800 5.0 4:25 AM 38 56 6.2 144.6 32022
2 4801 4.5 5:30 AM 36 55 4.9 143.8 32032
3 4802 5.0 6:30 AM 36 56 5.0 145.4 32041
4 4803 5.0 7:45 AM 37 57 4.2 144.6 32050
5 4804 5.0 9:15 AM 49 50 6.0 144.0 N/A
6 4805 6.0 11:15 AM 55 55 6.0 168.0 32061
7 4806 6.0 12:30 PM 55 56 5.5 172.0 32081
8 4807 5.5 2:10 PM 55 56 5.0 145.2 32071
9 4808 5.0 3:00 PM 58 55 5.5 146.0 32100
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 210
REG PROJECT NO. 18520
SAMPLE DATE: 02-27-13
PAGE: 3 of 3
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
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 142
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-06-13
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 4’ drop inlet bottom and walls: Storm Line A STA 8+82 8/8
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Redi Mix 10L11524 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 4382 02-13-13 7 56900 4530
4382 03-06-13 28 72330 5760
4382 03-06-13 28 81050 6450
4382 03-06-13 28 73900 5880 6030
4382 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 4382 3.75 4:00 PM 73 70 3.1 149.8 25608050
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
E-MailSubmitted by:
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
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX