Coppell Ind 2-LR130405
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 353
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-29-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
A. Chavez
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Parking lot: 995’N, 55’W from SW building corner 40/960
2 Parking lot: 1020’N, 120’W from SW building corner 170/960
3 Parking lot: 1085’N, 98’W from SW building corner 280/960
4 Parking lot: 1125’N, 145’W from SW building corner 310/960
5 Parking lot: 1200’N, 165’W from SW building corner 450/960
6 Parking lot: 1220’N, 93’W from SW building corner 580/960
7 Parking lot: 1290’N, 160’W from SW building corner 650/960
8 Parking lot: 1380’N, 110’W from SW building corner 710/960
9 Parking lot: 1400’N, 135’W from SW building corner 850/960
10 Parking lot: 1450’N, 180’W from SW building corner 930/960
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Concrete 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5746 04-05-13 7 124460 4400
5746 04-26-13 28
5746 04-26-13 28
5746 Hold H
2 5747 04-05-13 7 154560 5470
5747 04-26-13 28
5747 04-26-13 28
5747 Hold H
3 5748 04-05-13 7 122510 4340
5748 04-26-13 28
5748 04-26-13 28
5748 Hold H
4 5749 04-05-13 7 132770 4700
5749 04-26-13 28
5749 04-26-13 28
5749 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 353
REG PROJECT NO. 18520
SAMPLE DATE: 03-29-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 5750 04-05-13 7 141440 5010
5750 04-26-13 28
5750 04-26-13 28
5750 Hold H
6 5751 04-05-13 7 154480 5470
5751 04-26-13 28
5751 04-26-13 28
5751 Hold H
7 5752 04-05-13 7 148520 5260
5752 04-26-13 28
5752 04-26-13 28
5752 Hold H
8 5753 04-05-13 7 126310 4470
5753 04-26-13 28
5753 04-26-13 28
5753 Hold H
9 5754 04-05-13 7 130500 4620
5754 04-26-13 28
5754 04-26-13 28
5754 Hold H
10 5755 04-05-13 7 136420 4830
5755 04-26-13 28
5755 04-26-13 28
5755 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 5746 5.0 4:35 AM 58 64 4.0 145.6 32905
2 5747 4.75 5:45 AM 60 70 3.6 146.0 N/A
3 5748 4.5 7:10 AM 55 64 4.8 145.8 N/A
4 5749 5.0 7:30 AM 55 64 4.6 146.0 N/A
5 5750 5.0 9:00 AM 60 63 3.8 146.4 32946
6 5751 4.5 10:15 AM 60 73 4.0 144.8 32959
7 5752 4.75 11:00 AM 63 74 4.4 146.8 32966
8 5753 5.0 12:00 PM 62 68 4.3 145.6 32972
9 5754 4.0 1:15 PM 66 75 4.1 147.6 32786
10 5755 4.0 3:00 PM 70 74 4.1 145.6 32994
REPORT NO. 353
REG PROJECT NO. 18520
SAMPLE DATE: 03-29-13
PAGE: 3 of 3
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
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. 263
REG PROJECT NO. 18520
SAMPLE DATE: 03 -08 -13
TECHNICIAN: J. Bowers
PAGE: 1 of 1
- ocation of Sample
Set Number Location Quantity Represented (c.y.)
1 Approach: 95'N, 250'E from NE building corner 10/50
)esign 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 5099
03 -11 -13
3
103750
3670
Time of
5099
03 -11 -13
3
106410
3770
3720
5099
03 -15 -13
7
143300
5070
%
5099
04 -05 -13
28
195320
6910
5099
04 -05 -13
28
178240
6310
6610
5099
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 5099 4.25 10:20 AM 57 62 4.0 148.2 32292
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