ASTM E1486M-98
(Test Method)Standard Test Method for Determining Floor Tolerances Using Waviness, Wheel Path and Levelness Criteria [Metric]
Standard Test Method for Determining Floor Tolerances Using Waviness, Wheel Path and Levelness Criteria [Metric]
SCOPE
1.1 This test method covers data collection and analysis procedures to determine surface flatness and levelness by calculating waviness indices for survey lines and surfaces, elevation differences of defined wheel paths, and levelness indices using SI units. Note 1-This test method is the companion to inch-pound Teset Method E1486. Note 2-This test method was not developed for, and does not apply to clay or concrete paver units.
1.1.1 The purpose of this test method is to provide the user with floor tolerance estimates as follows:
1.1.1.1 Survey line and surface waviness indices for floors based on deviations from the midpoints of imaginary chords as they are moved along a floor elevation profile survey line. End points of the chords are always in contact with the surface. The imaginary chords cut through any points in the concrete surface higher than the chords.
1.1.1.2 Defined wheel path criteria based on transverse and longitudinal elevation differences, change in elevation difference, and root mean square (RMS) elevation difference.
1.1.1.3 Levelness criteria for surfaces characterized by either of the following methods: the conformance of elevation data to the test section elevation data mean; or by the conformance of the RMS slope of each survey line to a specified slope for each survey line.
1.1.2 The averages used throughout these calculations are the root mean squares, RMS (that is, the quadratic means). This test method gives equal importance to humps and dips, measured up (+) and down (-), respectively, from the imaginary chords.
1.1.3 Appendix X1 is a commentary on this test method. Appendix X2 provides a computer program for waviness index calculations based on this test method.
1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Designation: E 1486M – 98
METRIC
Standard Test Method for
Determining Floor Tolerances Using Waviness, Wheel Path
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and Levelness Criteria [Metric]
This standard is issued under the fixed designation E 1486M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope 1.2 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
1.1 This test method covers data collection and analysis
responsibility of the user of this standard to establish appro-
procedures to determine surface flatness and levelness by
priate safety and health practices and determine the applica-
calculating waviness indices for survey lines and surfaces,
bility of regulatory limitations prior to use.
elevation differences of defined wheel paths, and levelness
indices using SI units.
2. Referenced Document
NOTE 1—This test method is the companion to inch-pound Test Method
2.1 ASTM Standards:
E 1486.
E 1486 Test Method for Determining Floor Tolerances Us-
NOTE 2—This test method was not developed for, and does not apply to
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ing Waviness, Wheel Path, and Levelness Criteria
clay or concrete paver units.
1.1.1 The purpose of this test method is to provide the user 3. Terminology
with floor tolerance estimates as follows:
3.1 Descriptions of Terms Specific to This Standard:
1.1.1.1 Local survey line waviness and overall surface
3.1.1 Waviness Index Terms:
waviness indices for floors based on deviations from the
3.1.1.1 chord length—the length of an imaginary straight-
midpoints of imaginary chords as they are moved along a floor
edge (chord) joining the two end points at j and j+2k. This
elevation profile survey line. End points of the chords are
length is equal to 2ks (see Fig. 1) where the survey spacing, s,
always in contact with the surface. The imaginary chords cut
is equal to 0.3 m, and where k is equal to 1, 2, 3, 4, and 5 to
through any points in the concrete surface higher than the
define chord lengths of 0.6, 1.2, 1.8, 2.4, and 3.0 m, respec-
chords.
tively, unless values for s and for k are otherwise stated.
1.1.1.2 Defined wheel path criteria based on transverse and
3.1.1.2 deviation (D )—the vertical distance between the
kj
longitudinal elevation differences, change in elevation differ-
surface and the midpoint, j+ks, of a chord of length 2ks whose
ence, and root mean square (RMS) elevation difference.
end points are in contact with the surface.
1.1.1.3 Levelness criteria for surfaces characterized by ei-
3.1.1.3 length adjusted RMS deviation (LAD )— calculated
k
ther of the following methods: the conformance of elevation
for a reference length L of 3 m, unless otherwise stated, in
r
data to the test section elevation data mean; or by the
order to obtain deviations that are independent of the various
conformance of the RMS slope of each survey line to a
chord lengths, 2ks.
specified slope for each survey line.
3.1.1.4 waviness—the relative degree to which a survey line
1.1.2 The averages used throughout these calculations are
deviates from a straight line.
the root mean squares, RMS (that is, the quadratic means). This
3.1.2 defined wheel path traffıc—traffic on surfaces, or
test method gives equal importance to humps and dips,
specifically identifiable portions thereof, intended for defined
measured up (+) and down (−), respectively, from the imagi-
linear traffic by vehicles, with two primary axles and four
nary chords.
primary load wheel contact points on the floor, and with
1.1.3 Appendix X1 is a commentary on this test method.
corresponding front and rear primary wheels in approximately
Appendix X2 provides a computer program for waviness index
the same wheel paths.
calculations based on this test method.
3.1.3 levelness—described in two ways: the conformance of
surface elevation data to the mean elevation of a test section,
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elevation conformance; and as the conformance of survey line
This test method is under the jurisdiction of ASTM Committee E-6 on
Performance of Buildings and is the direct responsibility of Subcommittee E06.21 slope to a specified slope, RMS levelness.
on Serviceability.
Current edition approved Sept. 10, 1998. Published November 1998. Originally
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published as E 1486M – 94. Last previous edition E 1486M – 94 Annual Book of ASTM Standards, Vol 04.11.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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E 1486M
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