Shake & Shingle 2-LR100226 (2)
CONCRETE CYLINDER TEST REPORT
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 14
4200 Beltway Drive REG PROJECT NO.
16566
Addison, Texas 75001
SAMPLE DATE:
02-16-10
ATTN: Mr. Charley Conway
TECHNICIAN:
R. Weathersby
PAGE:
1 of 1
CONTRACTOR:
Ratcliff Constructors
Location of Sample
Set Number Location Quantity Represented
1 Head wall at the N.W. corner of Bldg. 4 3.5/3.5
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
LMC 5177 3000
Test Results
SetCylinder Age @ Total Load Compressive Average
No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi)
1 9416 02-23-10 7 34860 2770
9416 03-16-10 28
9416 03-16-10 28
9416 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 9416 4.5 2:50 PM 50 55 4.8 145.6 327382
1
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/rs
Distribution:
(1) Pross Design Group/Mr. Mark Pross
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
CONCRETE CYLINDER TEST REPORT
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 18
4200 Beltway Drive REG PROJECT NO.
16566
Addison, Texas 75001
SAMPLE DATE:
02-26-10
ATTN: Mr. Charley Conway
TECHNICIAN:
D. Rico
PAGE:
1 of 1
CONTRACTOR:
Ratcliff Constructors
Location of Sample
Set Number Location Quantity Represented
1 Paving repair: 600’N, 5’S from NE corner of Building 2. 10/20
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
LMC 54092 4200
Test Results
SetCylinder Age @ Total Load Compressive Average
No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi)
1 9508 03-05-10 7 55730 4440
9508 03-25-10 28
9508 03-26-10 28
9508 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 9508 4.0 3:50 PM 38 54 4.2 NA 636636
8
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) Pavecon Commercial Concrete/
Mr. Chad Robertson
Mickey Lawson
Assistant Manager, CMT
Mail
ML/rt
Distribution:
(1) Pross Design Group/Mr. Mark Pross
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX