Shake & Shingle 2-LR100608
CONCRETE CYLINDER TEST REPORT
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 39
4200 Beltway Drive REG PROJECT NO.
16566
Addison, Texas 75001
SAMPLE DATE:
05-11-10
ATTN: Mr. Charley Conway
TECHNICIAN:
R. Hollings
PAGE:
1 of 2
CONTRACTOR:
Ratcliff Constructors
Location of Sample
Set Number Location Quantity Represented
1 Building 3 Panels: No. 4 30/266
2 Building 3 Panels: No. 18 110/266
3 Building 4 Panels: No. 2 210/266
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
TXI 0047 4000
Test Results
SetCylinder Age @ Total Load Compressive Average
No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi)
1 511 05-18-10 7 54110 4310
511 06-08-10 28 76410 6080
511 06-08-10 28 76350 6070 6080
511 Hold H
2 512 05-18-10 7 53680 4270
512 06-08-10 28 67710 5390
512 06-08-10 28 73710 5870 5630
512 Hold H
3 513 05-18-10 7 47930 3810
513 06-08-10 28 62080 4940
513 06-08-10 28 60850 4840 4890
513 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT No. 39
REG Project No. 16566
SAMPLE Date: 05-11-10
PAGE: 2 of 2
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 511 5.0 4:25 AM 64 68 1.3 149.4 996295
2 512 4.0 5:45 AM 66 74 1.7 149.7 996303
3 513 5.0 7:45 AM 70 78 1.2 149.4 996327
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
REED ENGINEERING GROUP, LTD.
Distribution:
(1) Ratcliff Constructors/
Registration Number F-3114
Mr. Charley Conway
(1) City of Coppel/Mr. Larry Davis
(1) City of Coppell/Mr. Mike Arellano
(1) Ratcliff Constructors/Mr. Derek Free
(1) McHale Engineering/
Mickey Lawson
Mr. Gary McHale
Assistant Manager, CMT
(1) Pavecon Commercial Concrete/
ML/rt
Mr. Chad Robertson
Mail
Distribution:
(1) Pross Design Group/Mr. Mark Pross
REPORT OF STRUCTURAL STEEL OBSERVATION
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 42
4200 Beltway Drive REPORT DATE:
06-09-10
Addison, Texas 75001
REG PROJECT NO.
16566
ATTN: Mr. Charley Conway
DATE OBSERVED:
06-08-10
TECHNICIAN:
J. Gray
PAGE:
1 of 1
CONTRACTOR:
Ratcliff Constructors
Location:
Building 4
NonCode
Details Observed CompliantCompliant
AWS D1.1 AISC Other
I) Anchor bolt tension verification of X X
steel columns
II) Random visual weld verification
as follows:
a) girder to wall connections X X
b) girder to steel column X X
connections
c) steel joist to girder connections X X
d) steel joist to wall connections X X
III) Visual weld verification of X X
welded steel roof deck
IV) Visual verification of Tek screw X X
installation at roof deck side laps
Other = Structural Drawings
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) McHale Engineering/
Mr. Gary McHale
James D. Gray
Mail
C.W.I. 07081171
Distribution:
(1) Pross Design Group/Mr. Mark Pross
JG/cdl
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX