1、Designation:E116600(Reapproved 2015)Standard Guide forNetwork Level Pavement Management1This standard is issued under the fixed designation E1166;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of last revision.A number in p
2、arentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This guide outlines the basic components of a networklevel pavement management system(PMS).1.2 This guide is intended for use in the management oftrav
3、eled pavement surfaces,including roads,airfields andparking lots.1.3 This guide is not a standard method or practice,that is,it is not intended to provide a comprehensive PMS in a userspecific application.2.Referenced Documents2.1 ASTM Standards:2E867 Terminology Relating to Vehicle-Pavement Systems
4、3.Terminology3.1 Definitions:All terminology used in this guide conformsto Terminology E867.3.1.1 feature(see 3.1.4).3.1.2 network level analysisevaluation of a network ofpavement to enable selection of candidate projects,projectscheduling,and budget estimates.3.1.3 pavement conditiona quantitative
5、representation ofdistress in pavement at a given point in time.3.1.4 pavement management section/segmenta contiguouspavement area considered to have uniform construction,maintenance,usage history,and condition.3.1.5 pavement performanceability of a pavement to ful-fill its purpose over time.3.1.6 pr
6、oject level pavement analysisevaluation of pave-ment section to select the type and timing of rehabilitation ormaintenance.4.Significance and Use4.1 This guide provides network level PMS users with anoutline of the basic components of a PMS to ensure the specificsystem the user selects or develops f
7、ulfills the agency needsand requirements.4.2 This guide may be used by agencies or organizationswishing to develop,evaluate,or refine a network level PMS.4.3 The basic components of the PMS described in thisguide are location reference,information collection,data basemanagement,analysis,implementati
8、on,operation and mainte-nance.4.4 Within each basic component a list of possible types ofdata,information,models,etc.are provided for considerationby the user agency.These lists are neither all inclusive norexclusive.They are intended for guidance only.5.Basic Components of a PMS5.1 Location Referen
9、ceReference and location for allpavements and information in the system should be identifiedby a consistent and time stable reference and locations method.Some of the common network referencing methods include:(a)link-node,(b)branch/facility,(c)section/feature,(d)mile-post,(e)log-mile,and(f)geo-coor
10、dinates.5.2 Information CollectionThe fundamental informationused in a pavement management system includes:(a)pave-mentinventory,(b)pavementcondition,(c)trafficcharacteristics,(d)environment,and(e)cost.This informationis used to define uniform sections/features whose locations areidentified within t
11、he reference method used by the agency.Data collection methods,sampling patterns and frequenciesshould be chosen that are appropriate to the reliability ofinformation required to meet the needs and objectives of theagency as defined in 3.1.2.Resources should be available tosustain the information co
12、llection efforts.Methods should beflexible enough to allow for special conditions.Data may becollected objectively,subjectively,or in combination.5.2.1 Pavement InventoryThe following data may beincluded:(a)length/width/area/geometrics,(b)pavementstructure,layer types,design strength,and thicknesses
13、,(c)construction and rehabilitation history,(d)maintenance history,(e)drainage,and(f)functional classification.1This guide is under the jurisdiction of ASTM Committee E17 on Vehicle-Pavement Systems and is the direct responsibility of Subcommittee E17.42 onPavement Management and Data Needs.Current
14、edition approved May 1,2015.Published August 2015.Originallyapproved in 1991.Last previous edition approved in 2009 as E116600(2009).DOI:10.1520/E1166-00R15.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMSt
15、andards volume information,refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 5.2.2 Pavement ConditionThe following data may beincluded:(a)distress,(b)roughness,ride quality,(c)
16、skidresistance,texture,(d)stiffness,deflection,(e)materials andlayer properties,and(f)drainage.5.2.3 Traffc CharacteristicsThe following data may beincluded:(a)volume,(b)loads,(c)vehicle classifications,and(d)accidents.5.2.4 Environment The following data may be included:(a)freeze-thaw cycles,(b)precipitation,(c)solar radiation,and(d)pavement temperature variation and range.5.2.5 CostThe following data may be included:(a)con-struction by pavement type,(b)maintenance and rehabilitationby activity
