Coppell Ind 2-LR130403REEL7 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. 325
REG PROJECT NO. 18520
SAMPLE DATE: 03 -27 -13
TECHNICIAN: A. Chavez
PAGE: 1 of 2
Set Number
Cylinder
ID
Location
I Quantity Represented (c. y.)
1
West half parking:
G.5/12, 110'W
30/443
2
West half parking:
G.8/12, 75'W
130/443
3
West half parking:
F.1/12, 65'W
230/443
4
West half parking:
E/12, 185'W
320/443
5
West half parking:
C.2/12, 90'W
410/443
Design Information
Source of Concrete Mix Identification specified strength (psi)
Potter Ready Mix 7752TP 4000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
lbs.
Compressive
Strength (psi)
Average Strength
(psi)
1
5598
04 -03 -13
7
139490
4940
5598
04 -24 -13
28
5598
04 -24 -13
28
5598
Hold
H
2
5599
04 -03 -13
7
145670
5150
5599
04 -24 -13
28
5599
04 -24 -13
28
5599
Hold
H
3
5600
04 -03 -13
7
148300
5250
5600
04 -24 -13
28
5600
04 -24 -13
28
5600
Hold
H
4
5601
04 -03 -13
7
104880
3710
5601
04 -24 -13
28
5601
04 -24 -13
28
5601
Hold
H
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 325
REG PROJECT NO. 18520
SAMPLE DATE: 03 -27 -13
PAGE: 2 of 2
Test Results
Set Cylinder I Age @ Total Load Compressive Average Strength
No. ID Date Tested Test lbs. Strength (psi) (psi)
5 5602 04 -03 -13 7 92210 3260
5602 04 -24 -13 28
5602 04 -24 -13 28
5602 Hold H
Cvlinder Data
Note: (1) Concrete was sampled in accordance with ASTM C -31
(2) Concrete cylinders were tested in accordance with ASTM C -39
E -Mail
Submitted by:
Air
Concrete
Air
Unit
Mr. Gary Jones
Set
Cylinder
Slump
Time of
Temp.
Temp.
Entrainment
Weight
Ticket
No.
ID
(inches)
Sample
( °F)
( °F)
( %)
(lbs /ft3)
Number
1
5598
5.0
4:15 AM
52
62
5.8
149.2
32816
2
5599
4.75
5:45 AM
42
58
5.1
142.4
32826
3
5600
4.75
7:00 AM
35
57
5.5
143.6
32836
4
5601
5.0
8:00 AM
40
54
5.3
144.0
32845
5
5602
5.0
9:30 AM
42
58
4.6
147.6
32854
Note: (1) Concrete was sampled in accordance with ASTM C -31
(2) Concrete cylinders were tested in accordance with ASTM C -39
E -Mail
Submitted by:
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
REED ENGINEERING GROUP, LTD.
Mr. Gary Jones
Registration Number F -3114
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
Bill Woolwine
(1) Macgregor Associates/
Sr. Manager, CMT
Mr. Lee Rader
BW /cn
(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
REEL7 EI-IG I r1EEFRIMES
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
REPORT NO. 254
REG PROJECT NO. 18520
SAMPLE DATE: 03 -06 -13
TECHNICIAN: J. Bowers
PAGE: 1 of 1
- ocation of Sample
Set Number Location Quantity Represented (c.y.)
1 Inlet bottom & walls: Storm Lateral A -413 STA 1 +34 10/10
)esign Information
Source of Concrete Mix Identification Specified Strength (psi)
Red i Mix 101-11524 4000
Test Results
Set
No.
Cylinder
ID
Date Tested
I Age @
Test
Total Load
lbs.
Compressive
Strength (psi)
Average Strength
(psi)
1 5072
03 -13 -13
7
61000
4850
5072
04 -03 -13
28
81260
6470
5072
04 -03 -13
28
78700
6260
5072
04 -03 -13
28
79330
6310 6350
5072
Hold
H
Cvlinder Data
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
9 • =
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cn
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
Air
Concrete
Air
Unit
Set
Cylinder
Slump
Time of
Temp.
Temp.
Entrainment
Weight
Ticket
No.
ID
inches
Sample
°F
°F
%
Ibs /ft)
Number
1 5072 4.0 3:55 PM 58 65 3.8 148.4 25622574
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
9 • =
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cn
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019