ASTM InternationalASTM International

October 27 2008October 27 2008October 27, 2008October 27, 2008RPUG MeetingRPUG Meeting

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ASTM OverviewASTM Overview

Established in 1898Established in 1898Private, Not For ProfitP id f f h d l fProvides forum for the development of technical consensus standardsOver 30,000 members from over 100 countries12,000 standards from 140 technical committees,

Technical Committee ExamplesTechnical Committee Examples

Petroleum FirePetroleumPlasticsEnvironment

FireRoad and Paving MaterialsEnvironment

SteelSoil and Rock

Concrete and CementPesticidesSoil and Rock

Amusement RidesC r Pr d t

PesticidesHealthcare InformaticsShip BuildingConsumer Products

Water

Ship BuildingTextiles

E17 on Vehicle-Pavement Systems

Formed in 1960Formed in 196010 Technical Subcommittees, 6 Administrative200 M b f 18 diff i200 Members from 18 different countries63 Approved StandardsMeet Face-to-Face twice per yearVirtual/teleconference meetings as neededVirtual/teleconference meetings as needed

E17 on Vehicle-Pavement SystemsE17 on Vehicle Pavement Systems

Committee Scope The stimulation ofCommittee Scope - The stimulation of research, dissemination of knowledge and development of principles techniques anddevelopment of principles, techniques and standards for pavement management technologies vehicle pavement interactions andtechnologies, vehicle pavement interactions and Intelligent Transportations Systems (ITS).

MembershipMembership

Open to all stakeholders and those having anOpen to all stakeholders and those having an interestDo not have to be a member to participateDo not have to be a member to participate$75.00/year—Free Volume of standardsReduce barriers to participationWider participation translates to better standardsp p

E17 on Vehicle-Pavement Systems7 y

E17 Stakeholders RepresentedE17 Stakeholders RepresentedEquipment manufacturersState DOT’sFederal Government (FHWA, FAA, NASA)Tire/Auto manufacturersTesting FacilitiesAcademia

E17 on Vehicle-Pavement Systems

10 Technical SubcommitteesE17.14 TerminologyE17.21 Field Methods for Measuring Tire Pavement FrictionE17 23 S rf Ch r t ri ti R l t d t Tir P m nt SlipE17.23 Surface Characteristics Related to Tire Pavement Slip ResistanceE17.24 Tire and Slider CharacteristicsE17.31 Methods for Measuring Profile and RoughnessE17.33 Methodology for Analyzing Pavement RoughnessE17 41 P t T ti E l ti d M tE17.41 Pavement Testing, Evaluation, and Management MethodsE17.51 Vehicle Roadside CommunicationE17.52 Traffic Monitoring

E17.54 Archived Data User Service

E17.21 Field Methods for Measuring Tire Pavement F i iFriction

E274-06 Standard Test Method for Skid Resistance of Paved Surfaces Using a Full-Scale TireE445/E445M-88(2008) Standard Test Method for Stopping Distance on Paved Surfaces Using aStopping Distance on Paved Surfaces Using a Passenger Vehicle Equipped With Full-Scale TiresE503/E503M-88(2004) Standard Test Methods for M f Skid R i P d S fMeasurement of Skid Resistance on Paved Surfaces Using a Passenger Vehicle Diagonal Braking TechniqueE556-95(2006) Standard Test Method for Calibrating a ( ) b gWheel Force or Torque Transducer Using a Calibration Platform (User Level)E670 94(2000) Standard Test Method for Side ForceE670-94(2000) Standard Test Method for Side Force Friction on Paved Surfaces Using the Mu-Meter

E17.21 Field Methods for Measuring Tire Pavement F i i (C i d)Friction (Continued)

E1337-90(2008) Standard Test Method for Determining d dLongitudinal Peak Braking Coefficient of Paved Surfaces Using

Standard Reference Test TireE1859-97(2006) Standard Test Method for Friction Coefficient M B Ti d P U i V i bl SliMeasurements Between Tire and Pavement Using a Variable Slip TechniqueE1890-01(2006) Standard Guide for Validating New Area R f Skid M t S t d E i tReference Skid Measurement Systems and EquipmentE1960-07 Standard Practice for Calculating International Friction Index of a Pavement SurfaceE2340 06 S d d T M h d f M i h SkidE2340-06 Standard Test Method for Measuring the Skid Resistance of Pavements and Other Trafficked Surfaces Using a Continuous Reading, Fixed-Slip TechniqueE2341/E2341M 05 S d d T M h d f D i i hE2341/E2341M-05 Standard Test Method for Determining the Stopping Distance Number by Initial Speed and Stopping Distance at Traffic Incident Sites

E17.23 Surface Characteristics Related to Tire Pavement Slip Resistancep

E303-93(2008) Standard Test Method for Measuring Surface dFrictional Properties Using the British Pendulum Tester

E660-90(2007) Standard Practice for Accelerated Polishing of Aggregates or Pavement Surfaces Using a Small-Wheel, Circular T k P li hi M hiTrack Polishing MachineE965-96(2006) Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric TechniqueE1845-01(2005)e1 Standard Practice for Calculating Pavement Macrotexture Mean Profile DepthE2157-01(2005) Standard Test Method for Measuring Pavement M P i U i h Ci l T k MMacrotexture Properties Using the Circular Track MeterE2380-05 Standard Test Method for Measuring Pavement Texture Drainage Using an Outflow Meter

E17.24 Tire and Slider Characteristics

E501-08 Standard Specification for Standard Rib pTire for Pavement Skid-Resistance TestsE524-08 Standard Specification for Standard Smooth Tire for Pavement Skid-Resistance TestsE1551 08 St d rd Sp ifi ti f r Sp i lE1551-08 Standard Specification for Special Purpose, Smooth–Tread Tire, Operated on Fixed Braking Slip Continuous Friction g pMeasuring EquipmentE1844-08 Standard Specification for A Size 10 ×4 5 S h T d i i T Ti4–5 Smooth-Tread Friction Test Tire

E17.31 Methods for Measuring Profile and Roughnessg

E950-98(2004) Standard Test Method for Measuring ( ) gthe Longitudinal Profile of Traveled Surfaces with an Accelerometer Established Inertial Profiling ReferenceE1082-90(2007) Standard Test Method forE1082-90(2007) Standard Test Method for Measurement of Vehicular Response to Traveled Surface RoughnessE1215 93(2007) S d d S ifi i f T ilE1215-93(2007) Standard Specification for Trailers Used for Measuring Vehicular Response to Road RoughnessE1274-03(2008) Standard Test Method for Measuring Pavement Roughness Using a Profilograph

E17.31 Methods for Measuring Profile and Roughnessg(Continued)

E1364-95(2005) Standard Test Method for Measuring ( ) gRoad Roughness by Static Level MethodE1448-92(2004) Standard Practice for Calibration of Systems Used for Measuring Vehicular Response toSystems Used for Measuring Vehicular Response to Pavement RoughnessE1703/E1703M-95(2005) Standard Test Method for M i R D h f P S f U iMeasuring Rut-Depth of Pavement Surfaces Using a StraightedgeE2133-03 Standard Test Method for Using a Rolling g gInclinometer to Measure Longitudinal and Transverse Profiles of a Traveled SurfaceE2560 07 Standard Specification for Data Format forE2560-07 Standard Specification for Data Format for Pavement Profile

E17.33 Methodology for Analyzing Pavement R hRoughness

E1170-97(2007) Standard Practices for Simulating Vehicular d dResponse to Longitudinal Profiles of Traveled Surfaces

E1489-08 Standard Practice for Computing Ride Number of Roads from Longitudinal Profile Measurements Made by an I i l P fil M i D iInertial Profile Measuring DeviceE1926-08 Standard Practice for Computing International Roughness Index of Roads from Longitudinal Profile M tMeasurementsE1927-98(2007) Standard Guide for Conducting Subjective Pavement Ride Quality RatingsE2034 99(2007) S d d P i f Si l i T kE2034-99(2007) Standard Practices for Simulating Truck Response to Longitudinal Profiles of Vehicular Traveled Surfaces

E17.41 Pavement Testing, Evaluation, and Management Methodsg

(Continued)D1195-93(2004) Standard Test Method for Repetitive Static

d d bPlate Load Tests of Soils and Flexible Pavement Components, for Use in Evaluation and Design of Airport and Highway PavementsD1196 93(2004) S d d T M h d f N i i S iD1196-93(2004) Standard Test Method for Nonrepetitive Static Plate Load Tests of Soils and Flexible Pavement Components, for Use in Evaluation and Design of Airport and Highway PavementsPavementsD4602-93(2008) Standard Guide for Nondestructive Testing of Pavements Using Cyclic-Loading Dynamic Deflection EquipmentEquipmentD4694-96(2003) Standard Test Method for Deflections with a Falling-Weight-Type Impulse Load Device

E17.41 Pavement Testing, Evaluation, and Management Methodsg

(Continued)D4695-03(2008) Standard Guide for General Pavement Deflection MeasurementsD4748-06 Standard Test Method for Determining the Thickness of Bound Pavement Layers Using Short-Pulse RadarD5340-04e1 Standard Test Method for Airport Pavement Condition Index SurveysD5858-96(2008) Standard Guide for Calculating In Situ gEquivalent Elastic Moduli of Pavement Materials Using Layered Elastic TheoryD6433-07 Standard Practice for Roads and Parking Lots P C di i I d SPavement Condition Index SurveysD6951-03 Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications

E17.41 Pavement Testing, Evaluation, and Management Methodsg

(Continued)D7228-06a Standard Test Method for Prediction of Asphalt-

dBound Pavement Layer TemperaturesE1166-00(2005) Standard Guide for Network Level Pavement ManagementE1656-06 Standard Guide for Classification of Automated Pavement Condition Survey EquipmentE1777-96(2002) Standard Guide for Prioritization of Data Needs for Pavement ManagementE1778-98a(2008) Standard Terminology Relating to Pavement DistressE1889-97(2002) Standard Guide for Pavement Management ImplementationE2583-07 Standard Test Method for Measuring Deflections with ga Light Weight Deflectometer (LWD)

ASTM Consensus ProcessASTM Consensus Process

General Overview of General Overview of Different Levels of BallotingDifferent Levels of Balloting

The Committee on Standards (COS)

Main Committee Ballot / Society ReviewMain Committee Ballot / Society Review

Subcommittee Ballot

20Task Group

V i NV i NVoting vs. Non Voting vs. Non V i SV i SVoting StatusVoting Status

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Voting Rights Voting Rights -- Voting vs. Voting vs. g gg g ggNonNon--VotingVoting

1 official vote per interest (company)1 official vote per interest (company)

AllAll l i i i h i l di il i i i h i l di iAllAll are welcome to participate in technical discussionsare welcome to participate in technical discussions

AllAll members receive a ballot and are eligible to vote members receive a ballot and are eligible to vote on technical issueson technical issueson technical issueson technical issues

AllAll negatives are considered the same waynegatives are considered the same way

ONLY voting members count toward numerical ONLY voting members count toward numerical requirements of percent return and percent affirmativerequirements of percent return and percent affirmative

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Subcommittee BallotingSubcommittee BallotingSubcommittee BallotingSubcommittee Balloting

Subcommittee ballots Authorized by Subcommittee ballots Authorized by yysubchairman or a motion at the subchairman or a motion at the subcommittee meetingsubcommittee meetinggg

New standards and Major revisionsNew standards and Major revisions

B ll t Op n f r Minim m f 30 DB ll t Op n f r Minim m f 30 DBallot Open for Minimum of 30 DaysBallot Open for Minimum of 30 Days

Qualifications for Valid Subcommittee Qualifications for Valid Subcommittee //Ballot Ballot –– 60% return and 2/3 affirmative60% return and 2/3 affirmative

Negatives and Comments must be Negatives and Comments must be

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properly considered.properly considered.

Initiation of Main Initiation of Main C i B llC i B llCommittee BallotsCommittee Ballots

Submittal RequirementsSubmittal RequirementsResults of subcommittee ballotResults of subcommittee ballotName and affiliation of negative votersName and affiliation of negative votersNegative voters statementsNegative voters statementsggSubcommittee negative resolution Subcommittee negative resolution including rationaleincluding rationale

Open for 30 DaysOpen for 30 DaysSimultaneous with Society ReviewSimultaneous with Society Review

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Qualifications for Valid Main Qualifications for Valid Main Committee BallotsCommittee Ballots

90% Affirmative of Combined Affirmative 90% Affirmative of Combined Affirmative nd N ti V tnd N ti V tand Negative Votesand Negative Votes

60% Return60% Return

Successful Resolution of all NegativesSuccessful Resolution of all Negatives

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Possible Resolution of Possible Resolution of NegativesNegatives

PersuasivePersuasive

WithdrawnWithdrawn

Not Persuasive Not Persuasive –– Requires a 2/3 affirmative Requires a 2/3 affirmative vote from voting main committee membersvote from voting main committee membersgg

One persuasiveOne persuasive negative causes the process negative causes the process to start overto start overto start over.to start over.

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Society ReviewSociety ReviewSociety ReviewSociety Review

In Tandem with Main Committee In Tandem with Main Committee B llB llBallotBallot

Notifications posted on ASTM Notifications posted on ASTM Website Website

RequirementsRequirementsqqDisposition of All NegativesDisposition of All Negatives

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Committee on Standards (COS)Committee on Standards (COS)Committee on Standards (COS)Committee on Standards (COS)

9 Member Group Representing ASTM 9 Member Group Representing ASTM CommitteesCommitteesDue ProcessDue ProcessAppeals Based on Procedural MattersAppeals Based on Procedural MattersAppeals Based on Procedural Matters Appeals Based on Procedural Matters (NOT Technical)(NOT Technical)COS Ballot ProceduresCOS Ballot ProceduresCOS Ballot ProceduresCOS Ballot ProceduresFinal ApprovalFinal Approval

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Th nkTh nkThank youThank you

ASTM Website: ASTM Website: www.astm.orgwww.astm.org

E17 HE17 HE17 Homepage: E17 Homepage: www.astm.org/COMMIT/E17.htmwww.astm.org/COMMIT/E17.htm

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