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ASTM E2133-03(2009)

Historical Reaffirmation

Standard Test Method for Using a Rolling Inclinometer to Measure Longitudinal and Transverse Profiles of a Traveled Surface

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1.1 This test method describes the measurement of transverse and longitudinal surface profiles on paved road, bridge, and airport surfaces using a rolling inclinometer traveling at walking speed.

1.2 It is designed to (1) quantify the roughness of new pavements and bridge decks; (2) Investigate the effect of various construction methods on surface roughness; (3) determine the location for corrective grinding; and (4) evaluate the effect of corrective grinding.

1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.4 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.

This test method establishes procedures for collecting elevation and distance data of longitudinal and transverse profiles on a traveled surface.

Results of this test are used primarily to:

Evaluate the roughness of traveled surfaces, using any of several roughness indices shown in Table 1. Equations required for calculations of various indexes are contained in references shown in Table 1.

Note 1—When this test is used to evaluate the compliance of a new pavement surface with contract roughness specifications, the timeliness of the test in relation to the date of the surface's installation is of critical importance. Since most Portland cement concrete surfaces will change shape within a few days after installationdue to changes in thermal and moisture gradients which cause curling at joints and cracks and slab edgesfor contractor quality control only, it may be desirable to gather profile data within 72 h after pavement installation.

Investigate the effect of different construction methods on resulting pavement surface roughness.

Investigate the curvature of (1) pavement surfaces due to curling, and (2) deflection of structural members within bridges and other structures.

Identify the locations in need of corrective grinding.

Measure rut depth using computer simulation in accordance with Test Method E1703/E1703M.

SDO ASTM: ASTM International
Document Number E2133
Publication Date Nov. 1, 2009
Language en - English
Page Count 4
Revision Level 03(2009)
Supercedes
Committee E17.31
Publish Date Document Id Type View
Feb. 10, 2003 E2133-03 Revision
Nov. 1, 2020 E2133-03R20 Reaffirmation
Dec. 1, 2013 E2133-03R13 Reaffirmation
Nov. 1, 2009 E2133-03R09 Reaffirmation