Coppell Ind 2-LR130307 (2)
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 235
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
02-28-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
T. KIein
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 600’S, 220’E from NE building corner 50/900
2 Paving: 570’S, 215’E from NE building corner 120/900
3 Paving: 590’S, 130’E from NE building corner 210/900
4 Paving: 540’S, 130’E from NE building corner 310/900
5 Paving: 480’S, 140’E from NE building corner 410/900
6 Paving: 485’S, 220’E from NE building corner 510/900
7 Paving: 430’S, 215’E from NE building corner 610/900
8 Paving: 390’S, 130’E from NE building corner 710/900
9 Paving: 350’S, 130’E from NE building corner 830/900
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Batch 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5037 03-07-13 7 111580 3950
5037 03-28-13 28
5037 03-28-13 28
5037 Hold H
2 5038 03-07-13 7 120740 4270
5038 03-28-13 28
5038 03-28-13 28
5038 Hold H
3 5039 03-07-13 7 145450 5150
5039 03-28-13 28
5039 03-28-13 28
5039 Hold H
4 5040 03-07-13 7 97930 3470
5040 03-28-13 28
5040 03-28-13 28
5040 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 235
REG PROJECT NO. 18520
SAMPLE DATE: 02-28-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 5041 03-07-13 7 108310 3830
5041 03-28-13 28
5041 03-28-13 28
5041 Hold H
6 5042 03-07-13 7 130740 4630
5042 03-28-13 28
5042 03-28-13 28
5042 Hold H
7 5043 03-07-13 7 90670 3210
5043 03-28-13 28
5043 03-28-13 28
5043 Hold H
8 5044 03-07-13 7 126150 4460
5044 03-28-13 28
5044 03-28-13 28
5044 Hold H
9 5045 03-07-13 7 118010 4180
5045 03-28-13 28
5045 03-28-13 28
5045 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 5037 6.0 5:15 AM 37 50 5.0 144.2 32112
2 5038 5.5 6:05 AM 36 50 4.75 144.6 32119
3 5039 5.0 7:10 AM 36 51 5.5 144.6 32128
4 5040 5.0 8:10 AM 37 50 6.0 143.6 07
5 5041 6.0 9:50 AM 41 52 5.75 144.8 32148
6 5042 5.75 11:30 AM 47 55 5.0 145.8 32158
7 5043 4.0 12:55 PM 51 57 4.0 149.6 32168
8 5044 5.0 2:30 PM 57 57 5.75 145.8 32178
9 5045 6.0 4:05 PM 57 59 6.0 144.0 32190
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 235
REG PROJECT NO. 18520
SAMPLE DATE: 02-28-13
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