Coppell Ind 2-LR130524
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 392
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
04-26-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
C. Winchester
PAGE:
1 of 2
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 645’N, 15’W from SW building corner 20/500
2 Paving: 675’N, 75’W from SW building corner 110/500
3 Paving: 710’N, 70’W from SW building corner 220/500
4 Paving: 770’N, 80’W from SW building corner 310/500
5 Paving: 785’N, 75’W from SW building corner 420/500
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter 7752 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 6281 05-03-13 7 134120 4750
6281 05-24-13 28 160250 5670
6281 05-24-13 28 164690 5830 5750
6281 Hold H
2 6282 05-03-13 7 135930 4810
6282 05-24-13 28 152890 5410
6282 05-24-13 28 155070 5490 5450
6282 Hold H
3 6283 05-03-13 7 146110 5170
6283 05-24-13 28 158970 5630
6283 05-24-13 28 153360 5430 5530
6283 Hold H
4 6284 05-03-13 7 145070 5130
6284 05-24-13 28 139030 4920
6284 05-24-13 28 144960 5130 5030
6284 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 392
REG PROJECT NO. 18520
SAMPLE DATE: 04-26-13
PAGE: 2 of 2
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 6285 05-03-13 7 122870 4350
6285 05-24-13 28 144970 5130
6285 05-24-13 28 151740 5370 5250
6285 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 6281 5.5 4:25 AM 62 70 3.7 147.2 33396
2 6282 5.0 5:10 AM 62 70 3.6 148.0 33405
3 6283 4.75 6:15 AM 62 69 3.5 148.0 33416
4 6284 5.0 7:25 AM 62 69 3.7 148.0 33425
5 6285 5.0 8:40 AM 62 69 3.6 148.0 33436
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