Coppell Ind 2-LR130506REEL7 EI-IG I I - IEEFRIMES
GEOTECHNICAL AND G R O LJ P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO: Hillwood
3090 Olive Street, Suite 300
Dallas, Texas 75219
ATTN: Mr. Kerry Roetzel
CONTRACTOR: Hillwood Construction Services
Location of Sarnme
REPORT NO. 364
REG PROJECT NO. 18520
SAMPLE DATE: 04 -08 -13
TECHNICIAN: C. Winchester
PAGE: 1 of 2
Set Number
Cylinder
ID
Location I
Quantity Represented (c. y.)
1
Paving:
278'S, 95'W from NW building corner
30/575
2
Paving:
260'S, 125'W from NW building corner
120/575
3
Paving:
240'S, 110'W from NW building corner
210/575
4
Paving:
225'S, 140'W from NW building corner
310/575
5
Paving:
210'S, 95'W from NW building corner
400/575
6
Paving:
185'S, 125'W from NW building corner
520/575
Design Information
Source of Concrete Mix Identification specified strength (psi)
Potter 7752 4000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
lbs.
Compressive
Strength (psi)
Average Strength
(psi)
1
5842
04 -15 -13
7
149670
5300
5842
05 -06 -13
28
171340
6060
5842
05 -06 -13
28
165990
5870
5970
5842
Hold
H
2
5843
04 -15 -13
7
146500
5180
5843
05 -06 -13
28
170180
6020
5843
05 -06 -13
28
179230
6340
6180
5843
Hold
H
3
5844
04 -15 -13
7
140760
4980
5844
05 -06 -13
28
172510
6110
5844
05 -06 -13
28
165310
5850
5980
5844
Hold
H
4
5845
04 -15 -13
7
136680
4840
5845
05 -06 -13
28
161020
5700
5845
05 -06 -13
28
170400
6030
5870
5845
Hold
H
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 364
REG PROJECT NO. 18520
SAMPLE DATE: 04 -08 -13
PAGE: 2 of 2
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
lbs.
Compressive
Strength (psi)
Average Strength
(psi)
5
5846
04 -15 -13
7
145880
5160
65
70
5846
05 -06 -13
28
169920
6010
5.25
6:15 AM
5846
05 -06 -13
28
190100
6730
6370
5844
5846
Hold
H
70
3.9
148.0
6
5847
04 -15 -13
7
132380
4680
70
3.9
5847
05 -06 -13
28
166120
5880
8:45 AM
67
5847
05 -06 -13
28
174040
6160
6020
5.0
5847
Hold
H
4.0
148.8
33110
Cvlinder Data
Set
No.
Cylinder
ID
Slump
(inches)
Time of
Sample
Air
Temp.
( °F)
Concrete
Temp.
( °F)
Air
Entrainment
( %)
Unit
Weight
(lbs /ft3)
Ticket
Number
1
5842
4.5
5:30 AM
65
70
4.2
148.8
33061
2
5843
5.25
6:15 AM
65
70
4.1
148.8
33020
3
5844
5.5
6:45 AM
64
70
3.9
148.0
33079
4
5845
5.25
7:35 AM
66
70
3.9
148.8
33089
5
5846
4.25
8:45 AM
67
70
4.0
149.6
33098
6
5847
5.0
9:55 AM
67
72
4.0
148.8
33110
Note: (1) Concrete was sampled in accordance with ASTM C -31
(2) Concrete cylinders were tested in accordance with ASTM C -39
E -Mail
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
Mr. Gary Jones
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
(1) Macgregor Associates/
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
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cn