ASTM E1911-1998(2002) Standard Test Method for Measuring Paved Surface Frictional Properties Using the Dynamic Friction Tester《用动摩擦试验器观测路面摩擦特性的标准试验方法》.pdf
《ASTM E1911-1998(2002) Standard Test Method for Measuring Paved Surface Frictional Properties Using the Dynamic Friction Tester《用动摩擦试验器观测路面摩擦特性的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM E1911-1998(2002) Standard Test Method for Measuring Paved Surface Frictional Properties Using the Dynamic Friction Tester《用动摩擦试验器观测路面摩擦特性的标准试验方法》.pdf(8页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E 1911 98 (Reapproved 2002)Standard Test Method forMeasuring Paved Surface Frictional Properties Using theDynamic Friction Tester1This standard is issued under the fixed designation E 1911; the number immediately following the designation indicates the year oforiginal adoption or, in th
2、e case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the procedure for measuringpaved surface frictional propertie
3、s as a function of speed usingthe Dynamic Friction Tester (DF-Tester).1.2 The DF Tester consists of a horizontal spinning diskfitted with three spring loaded rubber sliders which contact thepaved surface as the disk rotational speed decreases due to thefriction generated between the sliders and the
4、paved surface. Awater supply unit delivers water to the paved surface beingtested. The torque generated by the slider forces measuredduring the spin down is then used to calculate the friction as afunction of speed.1.3 The DF Tester can be used for laboratory investigationsand in the field on actual
5、 paved surfaces.1.4 The values stated in SI (metric) units are to be regardedas standard. The inch- pound equivalents are rationalized,rather than exact mathematical conversions.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is therespons
6、ibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:E 274 Test Method for Skid Resistance of Paved SurfacesUsing a Full-Scale Tire2E 501 Specificat
7、ion for Standard Rib Tire for PavementSkid-Resistance Tests2E 867 Terminology Relating Vehicle-Pavement Systems2E 1845 Practice for Calculating Pavement MacrotextureMean Profile Depth23. Terminology3.1 Definitions:For Definitions of terms pertaining to this standard, seeTerminology E 867.4. Summary
8、of Test Method4.1 This test method uses a disk that spins with its planeparallel to the test surface. Three rubber sliders are mounted onthe lower surface of the disk. The disk work pavement isbrought to the desired rotational velocity, corresponding to themaximum tangential velocity of the sliders.
9、 The DF Tester iscapable of providing a maximum tangential velocity of 90km/h (55 mph).4.2 Water is introduced in front of the sliders and the disk islowered to contact the test surface so that it bears the fullvelocity of the disk and model assembly.4.3 The torque is monitored continuously as the d
10、isk rota-tional velocity reduces due to the friction between the slidersand the test surface.4.4 The torque signal is reduced to a measurement offriction by converting the torque to the force on the sliders anddividing by the weight of the disk and motor assembly.4.5 The friction at 20, 40, 60, and
11、80 km/h (12, 24, 36, and48 mph) is recorded and the friction - speed relationship maybe plotted.5. Significance and Use5.1 This test method provides a measure of surface frictionas a function of sliding speed, either in the field or in alaboratory.5.2 This test method may be used to determine the re
12、lativeeffects of various polishing techniques on materials or materialcombinations.5.3 The values measured in accordance with this method donot necessarily agree or directly correlate with those obtainedutilizing other methods of determining friction properties orskid resistance.6. Apparatus6.1 DF T
13、ester (see Fig. 1)The measuring instrumentconsists of a main body and a control unit. A portable personalcomputer or an X-Y plotter can be used to record the data. Fig.1 shows the DF Tester measuring unit, consisting of a fly wheeland disc which is driven by a motor. Three rubber sliders areattached
14、 to the disc by leaf springs. The sliders are pressed onthe test surface by the weight of the device through threerollers. Each slider is loaded to 11.8 N (2.65 lbf) by the leafsprings. The disc and the fly wheel are connected by a spring1This practice is under the jurisdiction of Committee E17 on V
15、ehicle-PavementSystems and is the direct responsibility of Subcommittee E17.21 on Field Methodsfor Measuring Tire Pavement Friction.Current edition approved Dec. 10, 2002. Published February 2003. Originallyapproved in 1998. Last previous edition approved in 1998 as E 191198.2Annual Book of ASTM Sta
16、ndards, Vol 04.03.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.balance mounted along a circle on which the rubber sliders arefixed. Due to the forces on the rubber sliders, displacementoccurs in a spring balance. This displacement
17、 is converted to anelectrical signal through a displacement transducer with anaccuracy of 6 1 % of full scale attached to the opposite side ofthe disc. This signal is output through a slip ring and brush,both of which are mounted on a driving shaft. The speed ofrubber sliders is measured from the ou
18、tput of a rotational speeddynamo.6.2 Water Supply (see Fig. 2)A water supply unit isprovided to maintain a wet condition of the test surface. Whenthe tank is 0.6 m above the tester a water flow of 3.6 l/min(0.95 gal/min) is maintained. If the flow is initiated when therotation corresponds to a tange
19、ntial velocity of 85 km/h (50mph) the water thickness will be 1 mm (0.04 in) by the timethat the velocity reaches 90 km/h (55 mph) and the measure-ment is initiated.6.3 Slider (see Fig. 3)The slider assembly shall consist ofa steel backing plate to which is bondeda6by16by20mm(0.25 by 0.63 by 0.79 in
20、.) rubber shaped as shown in Fig. 3.This shape provides a contact pressure of 150 kPa (21.5(lbf/in.2). The rubber compound shall be synthetic rubber asspecified in Specification E 501 and shall have a shore hard-ness of 58 6 2. The sliders shall be replaced due to waves aftertwelve runs. The slider
21、production date is given on the plasticbag in which they are shipped. The sliders must be used withintwelve months of the production date to avoid effects ofpassive deterioration.NOTE 1On extremely harsh surfaces it may be necessary to replacethe sliders more often.6.4 Data CollectionThe instantaneo
22、us value of the fric-tion is detected as a signal from the force transducer. Thevibration during measurement is absorbed by a damper. Thesignal is filtered by a first order R-C filter with a time constantof 0.1 s. The signal may be saved for future analysis.6.5 Data RecordingThe tester can be connec
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