Shake & Shingle 2-LR100811CONCRETE CYLINDER TEST REPORT
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 54
4200 Beltway Drive REG PROJECT NO.
16566
Addison, Texas 75001
SAMPLE DATE:
07-14-10
ATTN: Mr. Charley Conway
TECHNICIAN:
G. Tsougarakis
PAGE:
1 of 1
CONTRACTOR:
Ratcliff Constructors
Location of Sample
Set Number Location Quantity Represented
1 Sidewalk: 10’N, 2’E from S.E. corner of Building 320/70
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
TXI 8204 3000
Test Results
SetCylinder Age @ Total Load Compressive Average
No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi)
1 1113 07-21-10 7 49960 3980
1113 08-11-10 28 57960 4610
1113 08-11-10 28 60410 4810 4710
1113 Hold H
Cylinder Data
AirConcrete AirUnit
SetCylinder Slump Time of TemperatureTemperatureEntrainmentWeightTicket
3
No.ID(inches)Sample (°F)(°F)(%) (lbs/ft)Number
1 1113 4.0 5:20 AM 84 88 3.6 145.0 1022261
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) Ratcliff Constructors/
REED ENGINEERING GROUP, LTD.
Mr. Charley Conway
Registration Number F-3114
(1) City of Coppel/Mr. Larry Davis
(1) City of Coppell/Mr. Mike Arellano
(1) Ratcliff Constructors/Mr. Derek Free
(1) McHale Engineering/
Mr. Gary McHale
Bill Woolwine
(1) Pavecon Commercial Concrete/
Sr. Manager, CMT
Mr. Chad Robertson
BW/cn
Mail
Distribution:
(1) Pross Design Group/Mr. Mark Pross
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
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