CEN/TS 15901-6:2009
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
Road and airfield surface characteristics - Part 6: Procedure for determining the skid resistance of a pavement surface by measurement of the sideway force coefficient (SFCS): SCRIM®
01-11-2010
18-11-2009
Foreword
1 Scope
2 Normative references
3 Recommended uses
4 Terms and definitions
5 Safety
6 Essential characteristics
7 Key Characteristics
8 Test procedure
9 Data recording
10 Calibration
11 Precision
12 Test Report
Bibliography
This Technical Specification describes a method for determining the wet road skid resistance of a surface by measurement of the sideway force coefficient SFCS.The method provides a measure of the wet road skid resistance properties of a bound surface by measurement of sideway force coefficient at a controlled speed. The method has been developed for use on roads but is also applicable to other paved areas such as airport runways.This Technical Specification covers the operation of the Sideway force Coefficient Routine Investigation Machine SCRIM®. This is a device developed by W.D.M. Limited, Bristol, England from original research by the Transport Research Laboratory in the United Kingdom. It uses the side force principle to make routine measurements of skid resistance continuously on long lengths of road. SCRIM test equipment has been built onto a number of different vehicle chassis and functions independently of vehicle choice.A machine conforming to the general characteristics of the SCRIM and the specific provisions of this Technical Specification may also be used for the tests.The skid resistance of a pavement is determined by friction measurements and measurements of pavement texture. Where measurement of pavement texture is required the standard for this measurement and the device is described in EN ISO 13473 1.The skid resistance of a pavement is determined by friction measurements and measurements of pavement texture. Where measurement of pavement texture is required the standard for this measurement and the device is described in EN ISO 13473 1.
Committee |
CEN/TC 227
|
DocumentType |
Technical Specification
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Withdrawn
|
Standards | Relationship |
UNI CEN/TS 15901-6 : 2010 | Identical |
DIN CEN/TS 15901-6;DIN SPEC 1146:2010-03 | Identical |
S.R. CEN TS 15901-6:2009 | Identical |
SNR 640513-6 : 2015 | Identical |
XP CEN/TS 15901-6 : 2011 XP | Identical |
SNR CEN/TS 15901-6 : 2015 | Identical |
DD CEN/TS 15901-6:2009 | Identical |
UNE 41201:2010 IN | Identical |
CEN/TS 13036-2:2010 | Road and airfield surface characteristics - Test methods - Part 2: Assessment of the skid resistance of a road pavement surface by the use of dynamic measuring systems |
DD CEN/TS 13036-2:2010 | Road and airfield surface characteristics. Test methods Assessment of the skid resistance of a road pavement surface by the use of dynamic measuring systems |
UNI CEN/TS 13036-2 : 2010 | ROAD AND AIRFIELD SURFACE CHARACTERISTICS - TEST METHODS - PART 2: ASSESSMENT OF THE SKID RESISTANCE OF A ROAD PAVEMENT SURFACE BY THE USE OF DYNAMIC MEASURING SYSTEMS |
S.R. CEN TS 13036-2:2010 | ROAD AND AIRFIELD SURFACE CHARACTERISTICS - TEST METHODS - PART 2: ASSESSMENT OF THE SKID RESISTANCE OF A ROAD PAVEMENT SURFACE BY THE USE OF DYNAMIC MEASURING SYSTEMS |
ISO 13473-1:1997 | Characterization of pavement texture by use of surface profiles Part 1: Determination of Mean Profile Depth |
ISO 4662:2017 | Rubber, vulcanized or thermoplastic Determination of rebound resilience |
EN ISO 13473-1:2004 | Characterization of pavement texture by use of surface profiles - Part 1: Determination of Mean Profile Depth (ISO 13473-1:1997) |
ISO 48:2010 | Rubber, vulcanized or thermoplastic Determination of hardness (hardness between 10 IRHD and 100 IRHD) |
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