Coppell Ind 2-LR130207REED 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 REPORT NO. 151
3090 Olive Street, Suite 300 REG PROJECT NO. 18520
Dallas, Texas 75219 SAMPLE DATE: 02 -07 -13
ATTN: Mr. Kerry Roetzel TECHNICIAN: C. Winchester
PAGE: 1 of 3
CONTRACTOR: Hillwood Construction Services
Locatwn of sample
Set Number
Cylinder
ID
Location
I Quantity Represented (c.y.)
1
Paving:
25'S, 5'W from SW building corner
30/830
2
Paving:
45'S, 65'E from SW building corner
110/830
3
Paving:
45'S, 110'E from SW building corner
210/830
4
Paving:
55'S, 180'E from SW building corner
320/830
5
Paving:
55'S, 325'E from SW building corner
410/830
6
Paving:
90'S, 440'E from SW building corner
510/830
7
Paving:
55'S, 480'E from SW building corner
630/830
8
Paving:
80'S, 550'E from SW building corner
710/830
9
Paving:
80'S, 620'E from SW building corner
810/830
ueslgn Intormatlon
Source of Concrete Mix Identification Specified Strength (psi)
Potter 7752TP 4000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
(lbs.)
Compressive
Strength (psi)
Average Strength
(psi)
1
4419
02 -14 -13
7
106390
3760
4419
03 -07 -13
28
4419
03 -07 -13
28
4419
Hold
H
2
4420
02 -14 -13
7
117430
4160
4420
03 -07 -13
28
4420
03 -07 -13
28
4420
Hold
H
3
4421
02 -14 -13
7
98150
3470
4421
03 -07 -13
28
4421
03 -07 -13
28
4421
Hold
H
4
4422
02 -14 -13
7
119010
4210
4422
03 -07 -13
28
4422
03 -07 -13
28
4422
Hold
H
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 151
REG PROJECT NO. 18520
SAMPLE DATE: 02 -07 -13
PAGE: 2 of 3
Test Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
lbs.
Compressive
Strength (psi)
Average Strength
(psi)
5
4423
02 -14 -13
7
102070
3610
61
4423
03 -07 -13
28
30872
2
4420
4423
03 -07 -13
28
65
3.7
148.8
4423
Hold
H
5.5
7:30 AM
6
4424
02 -14 -13
7
101120
3580
4422
4424
03 -07 -13
28
64
4.3
148.8
4424
03 -07 -13
28
3.0
10:55 AM
64
4424
Hold
H
3091
6
7
4425
02 -14 -13
7
110000
3890
147.2
4425
03 -07 -13
28
4.0
2:35 PM
79
4425
03 -07 -13
28
3083
8
4426
4425
Hold
H
76
4.2
8
4426
02 -14 -13
7
111960
3960
75
4426
03 -07 -13
28
30961
4426
03 -07 -13
28
4426
Hold
H
9
4427
02 -14 -13
7
124390
4400
4427
03 -07 -13
28
4427
03 -07 -13
28
4427
Hold
H
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
4419
6.0
5:35 AM
61
65
4.0
148.8
30872
2
4420
3.5
6:25 AM
61
65
3.7
148.8
N/A
3
4421
5.5
7:30 AM
61
64
5.0
147.2
3085
4
4422
4.5
8:40 AM
61
64
4.3
148.8
3090
5
4423
3.0
10:55 AM
64
65
4.2
148.8
3091
6
4424
5.5
12:50 PM
74
72
4.1
147.2
8092
7
4425
4.0
2:35 PM
79
74
3.9
149.2
3083
8
4426
5.0
3:40 PM
77
76
4.2
148.8
3094
9
4427
4.0
5:05 PM
75
75
3.8
147.2
30961
Note: (1) Concrete was sampled in accordance with ASTM C -31
(2) Concrete cylinders were tested in accordance with ASTM C -39
REPORT NO. 151
REG PROJECT NO. 18520
SAMPLE DATE: 02 -07 -13
PAGE: 3 of 3
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
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
�w
Bill Woolwine
Sr. Manager, CMT
BW /cn
REEL7 EI-IG I M1-=EFRIMES
GEOTECHNICAL AND G R O U 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. 150
REG PROJECT NO. 18520
SAMPLE DATE: 02 -07 -13
TECHNICIAN: J. Bowers
PAGE: 1 of 1
_ocation of Sample
Set Number Location Quantity Represented (c.y.)
1 Inlet top and apron: Storm Line A, STA 8 +82 7/7
)esign Information
Source of Concrete Mix Identification Specified Strength (psi)
Redi Mix 101-11524 4000
Test Results
Set Cylinder I Age @ Total Load Compressive Average Strength
No. ID Date Tested Test lbs. Strength (psi) (psi)
1 4418 02 -14 -13 7 54500 4340
4418 03 -07 -13 28
4418 03 -07 -13 28
4418 03 -07 -13 28
4418 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
Submitted by:
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 /ft3)
Number
1 4418 4.0 4:45 PM 73 75 4.0 148.2 25608830
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
Submitted by:
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