Coppell Ind 2-LR130404
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORT NO.
REPORTED TO: 347
Hillwood
3090 Olive Street, Suite 300 REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-28-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Lambert
PAGE:
1 of 2
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 800’N, 95’W from SW building corner 50/400
2 Paving: 870’N, 115’W from SW building corner 130/400
3 Paving: 900’N, 100’W from SW building corner 260/400
4 Paving: 945’N, 110’W from SW building corner 320/400
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
On Site 7752 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5626 04-04-13 7 166660 5900
5626 04-04-13 7 159530 5650 5780
5626 04-25-13 28
5626 04-25-13 28
2 5627 04-04-13 7 192300 6800
5627 04-04-13 7 170350 6030 6420
5627 04-25-13 28
5627 04-25-13 28
3 5628 04-04-13 7 166770 5900
5628 04-04-13 7 156400 5530 5720
5628 04-25-13 28
5628 04-25-13 28
4 5629 04-04-13 7 168260 5950
5629 04-04-13 7 159320 5640 5800
5629 04-25-13 28
5629 04-25-13 28
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 347
REG PROJECT NO. 18520
SAMPLE DATE: 03-28-13
PAGE: 2 of 2
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 5626 5.5 4:55 AM 58 64 4.0 148.0 5
2 5627 5.75 5:30 AM 53 61 4.2 147.2 13
3 5628 5.5 7:10 AM 51 59 3.9 147.2 32884
4 5629 5.0 8:05 AM 53 64 4.0 148.0 32890
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. 260
REG PROJECT NO. 18520
SAMPLE DATE: 03 -07 -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 -1A STA 1 +46 8/8
)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 5098
03 -14 -13
7
57000
4540
5098
04 -04 -13
28
79230
6310
5098
04 -04 -13
28
74760
5950
5098
04 -04 -13
28
75810
6030 6100
5098
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
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 /ft)
Number
1 5098 4.0 3:45 PM 70 67 3.4 148.9 25623450
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
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019