ASTM E1486-14(2022)

5.2.1?Establishing compliance of random or fixed-path trafficked floor surfaces with specified tolerances,

5.2.2?Evaluating the effect of different construction methods on the waviness of the resulting floor surface,

5.2.3?Investigating the curling and deflection of concrete floor surfaces,

5.2.4?Establishing, evaluating, and investigating the profile characteristics of other surfaces, and

5.2.5?Establishing, evaluating, and investigating the levelness characteristics of surfaces.

5.3.1?Random TrafficWhen the traffic patterns across a floor are not fixed, two sets of survey lines, approximately equally spaced and at right angles to each other, shall be used. The survey lines shall be spaced across the test section to produce lines of approximately equal total length, both parallel to and perpendicular to the longest test section boundary. Limits are specified in 7.2.2 and 7.3.2.

5.3.2?Defined Wheel Path TrafficFor surfaces primarily intended for defined wheel path traffic, only two wheel paths and the initial transverse elevation difference (side-to-side) between wheels shall be surveyed.

5.3.3?Time of MeasurementFor new concrete floor construction, the elevation measurements shall be made within 72 h of final concrete finishing. For existing structures, measurements shall be taken as appropriate.

5.3.4?Elevation ConformanceUse is restricted to shored, suspended surfaces.

5.3.5?RMS LevelnessUse is unrestricted, except that it is excluded from use with cambered surfaces and unshored, elevated surfaces.

1.1.1?The purpose of this test method is to provide the user with floor tolerance estimates as follows:

1.1.2?The averages used throughout these calculations are 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.