Shake & Shingle 2-LR100331
CONCRETE CYLINDER TEST REPORT
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 23
4200 Beltway Drive
REG PROJECT NO.
16566
Addison, Texas 75001
SAMPLE DATE:
03-31-10
ATTN: Mr. Charley Conway
TECHNICIAN:
G. Tsougarakis
PAGE:
1 of 1
CONTRACTOR:
Ratcliff Constructors
Location of Sample
Set Number Location Quantity Represented
1 Building 3 Pier: B-3 10/10
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
TXI 9506 3000
Test Results
SetCylinder Age @ Total Load Compressive Average
No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi)
1 9809 04-07-10 7 49530 3940
9809 04-28-10 28
9809 04-28-10 28
9809 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 9809 5.0 11:30 AM 75 80 0.7 149.0 980994
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) 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) Pavecon Commercial Concrete/
Mr. Chad Robertson
Mickey Lawson
Assistant Manager, CMT
Mail
ML/rt
Distribution:
(1) Pross Design Group/Mr. Mark Pross