1、Designation:E127418Standard Test Method forMeasuring Pavement Roughness Using a Profilograph1This standard is issued under the fixed designation E1274;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of last revision.A number
2、 in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This test method covers the measurement of pavementroughness using an articulated multi-wheeled profilograph atleast 23 ft(7 m)long(Fig.1 is typi
3、cal).1.2 This test method utilizes a surface record made bymoving the profilograph longitudinally over the pavement atless than 3 mph(5 km/hr).The record is analyzed to determinethe rate of roughness and to identify bumps that exceed aspecified threshold.1.3 The values stated in inch-pound units are
4、 to be regardedas standard.The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.4This standard does not purport to address all of thesafety problems,if any,associated with its use.It is theresponsibility of th
5、e user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.See Section 6 for specific hazard statement.1.5 This international standard was developed in accor-dance with internationally recognized
6、 principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2E2955 Practice for Simulating
7、Profilograph Response toLongitudinal Profiles of Traveled Surfaces3.Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 blanking banda band of uniform height with itslongitudinal center positioned optimally between the highs andlows of the surface record depicting at least 100 ft(30
8、m)ofpavement(see Fig.2).3.1.2 cutoff heighta specified distance of a high on thesurface record from a chord representing 25 ft(7.5 m)on thelongitudinal scale.The chord may represent less than 25 ft(7.5 m)if it is from the lows on each side of the high(see Fig.2).3.1.3 rate of roughnesssum of the rou
9、ghness divided bythe longitudinal distance covered by the blanking band.3.1.4 roughnessheight of each continuous scallop roundedto the nearest 0.05 in.(1 mm),except those less than 0.03 in.(0.8 mm)vertically and 2 ft(0.6 m)longitudinally.3.1.5 scallopsexcursions of the surface record above andbelow
10、the blanking band(see Fig.2).4.Significance and Use4.1 This test method provides a means for measuring theroughness of new or rehabilitated pavements.Results maydiffer between profilographs of different designs and thereforewill not necessarily agree with roughness measurements byother profilographs
11、 or other roughness-measuring equipment.5.Apparatus5.1 Profilographs:5.1.1 With Uniformly Spaced WheelsA reference platformcomprised of dollies articulated by rigid members or trusses sothat all the wheels are supporting the profilograph.There mustbe at least twelve reference platform wheels,and the
12、 axes ofthese wheels must be uniformly spaced throughout the effec-tive length of the profilograph.3The effective length must be atleast 23 ft(7 m)long.A surface sensing wheel and recordershall be located at the center of the reference platform.Thediameter of the surface sensing wheel shall be at le
13、ast 6 in.(150 mm).If the recorder is graphic,its scales shall be 1:1vertically and 1:300 longitudinally(1 in.=25 ft).If therecorder is digital(optional analog display must have the samescales as the graphic recorder),it must sample 5 times/1This test method is under the jurisdiction of ASTM Committe
14、e E17 on Vehicle-Pavement Systems and is the direct responsibility of Subcommittee E17.31 onMethods for Measuring Profile and Roughness.Current edition approved Jan.1,2018.Published January 2018.Originallyapproved in 1988.Last previous edition approved in 2017 as E1274 03(2017).DOI:10.1520/E1274-18.
15、2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.3Hankins,Kenneth D.,“Construction Control Profilograph Principles,
16、”Re-search Report 49-1,Texas Highway Department,June 1967.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 longitudinal inch
