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2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REPORT OF FLOOR FLATNESS
Grapevine Building A
3642 Euless-Grapevine Road
Grapevine, Texas
REPORTED TO: ARCO/Murray
4925 Greenville Ave., Suite 915
Dallas, Texas 75206
ATTN: Mr. Chase Killingsworth
REPORT NO. 82
REPORT DATE: 04-18-24
REG PROJECT NO. 25298
TECHNICIAN: C. Salas
PAGE: 1 of 3
Pour Number: 4 Area Measured: 35,500 Sq. ft.
Pour Location: Slab: Line H to P.8 from 1.2 to 3
No. of Fl Samples: 87 No. of Runs: 14
Sampling Method: Point elevations were measured at regular 12-inch intervals along
straight lines up to 96 feet in length. The elevation differences between
all adjacent reading points, the arithmetic differences between all
adjacent 12-inch elevation differences, and the elevation differences
between all points separated 10 feet were then calculated. Estimates of
the floor’s flatness and levelness F-Numbers (Ff & Fl) were obtained
through a statistical analysis of these calculated profile values.
Date
Measured
Date
Placed
Measured Value
(Ff/Fl)
Specified Minimum
Local Value (Ff/Fl)
Specified Minimum Overall
Value (Ff/Fl)
04/16/24 04/16/24 49.37/33.73 30/21 50/35
Ff
49.37 ( 48.13 – 50.61 )
Fl
32.73 ( 32.84 – 34.63 )
Based upon the number of samples taken, there is a 90% certainty that the actual F-Numbers of the surfaces surveyed will fall
within the ranges, which follow the respective estimated Flatness and Levelness F-Numbers.
The area measured complies with project specifications.
REPORT NO. 82
REPORT DATE: 04-18-24
REG PROJECT NO. 25298
PAGE: 2 of 3
E-Mail
Distribution: (2) ARCO/Murray/
Mr. Chase Killingsworth
Mr. Brice Jones
(1) Pritchard Associates/
Mr. Taylor Wildman
(4) City of Grapevine/
Mr. Daniel Steinshouer
Mr. Phillip Sedivy
Mr. Israel Lozano/
Mrs. Kelly Taft
(2) DFW West Logistics One. LLC/
Mr. Bunker Curnes
Mr. Tom Curnes
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill Woolwine
Sr. Manager, CMT
BW/mg