Coppell Ind 2-LR130815
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 556
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
08-08-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
T. Klein
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Sidewalk: AA.5, 12-12.6 20/70
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Ready Mix 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No.IDDate Tested Test(lbs.)Strength (psi) (psi)
1 8387 08-15-13 7 58020 4620
8387 09-05-13 28
8387 09-05-13 28
8387 09-05-13 28
8387 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
)
No.ID(inches)Sample(°F)(°F)(%) (lbs/ftNumber
1 8387 6.0 6:30 AM 83 87 5.0 144.0 709
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
E-MailSubmitted by:
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
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
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FREEL7 I Er1G 1I- IEERII -IG
GEOTECHNICAL AND G R ID U P
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
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. 541
REPORT DATE: 08 -15 -13
REG PROJECT NO. 18520
DATE OBSERVED: 07 -30 -13
TECHNICIAN: D. Rico
PAGE: 1 of 1
Items Observed: Sidewalk: 950- 1250'S, 240'E from NE building corner
and 5 -40'S, 0 -70'W from NW building corner.
Pavement: 810- 850'S, 150- 180'E; 810- 850'S, 210 -
240'E; 115- 120'S, 50 -90'E; 115- 120'S, 150 -170'E and
115- 120'S, 180 -200'E from NE building corner.
Bethel Road turn lane curb: 150- 160'S, 50 -195'E from
SW building corner.
Reference Plans or Notes Used: Sheets C2.01, C2.02 and C2.04
OThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
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
Ronald F. Reed, P.E.
BW /j m
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
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