PRICES include / exclude VAT
Homepage>BS Standards>93 CIVIL ENGINEERING>93.080 Road engineering>93.080.20 Road construction materials>PD CEN/TS 15901-15:2014 Road and airfield surface characteristics Procedure for determining the skid resistance of a pavement surface using a device with longitudinal controlled slip (LFCI): The IMAG
Sponsored link
immediate downloadReleased: 2014-11-30
PD CEN/TS 15901-15:2014 Road and airfield surface characteristics Procedure for determining the skid resistance of a pavement surface using a device with longitudinal controlled slip (LFCI): The IMAG

PD CEN/TS 15901-15:2014

Road and airfield surface characteristics Procedure for determining the skid resistance of a pavement surface using a device with longitudinal controlled slip (LFCI): The IMAG

Format
Availability
Price and currency
English Secure PDF
Immediate download
180.00 EUR
You can read the standard for 1 hour. More information in the category: E-reading
Reading the standard
for 1 hour
18.00 EUR
You can read the standard for 24 hours. More information in the category: E-reading
Reading the standard
for 24 hours
54.00 EUR
English Hardcopy
In stock
180.00 EUR
Standard number:PD CEN/TS 15901-15:2014
Pages:22
Released:2014-11-30
ISBN:978 0 580 84236 8
Status:Standard
DESCRIPTION

PD CEN/TS 15901-15:2014


This standard PD CEN/TS 15901-15:2014 Road and airfield surface characteristics is classified in these ICS categories:
  • 93.080.20 Road construction materials
  • 93.120 Construction of airports

This Technical Specification describes a method only used on airports for determining the skid resistance of pavements by measurement of the longitudinal friction coefficient LFCI.

The method provides a measure of the wet skid resistance properties of a bound surface by measurement of the longitudinal friction coefficient using a trailer with a standard slip ratio of 15 %. The slip ratio can be chosen between 0 % and 100 % for research application.

The test tyre is dragged over a pre-wetted pavement under vertical force and constant speed conditions while the test tyre is parallel to the direction of motion.

This Technical Specification covers the operation of the IMAG device.

The skid resistance of a pavement is determined by friction measurements at different speeds. Tests can be performed between 40 km/h and 120 km/h but standard test speeds are 40 km/h, 65 km/h and 95 km/h. Low speed measurements asses the microtexture while high speed measurements asses the macrotexture. The skid resistance is reported as friction measurements at these speeds and by comparison with the minimum friction level.