Evaluation of Skid Resistance Using CTM, DFT and SRT-3 Devices

Author:

Wasilewska Marta,Gardziejczyk Wladyslaw,Gierasimiuk Pawel

Publisher

Elsevier BV

Reference6 articles.

1. Assessment of skid resistance of asphalt mixtures in laboratory conditions;Gardziejczyk;Archive of civil engineering,2012

2. Hall, J.W., Smith, K.L., Titus-Glover, L., Wambold, J.C., Yager, T.J., Rado, Z., 2009. Guide for pavement friction. NCHRP. Web-only document 108. Contractor's Final Report NCHRP Project 01-43, Transportation Research Board of the National Academes, Feb. 2009.

3. Henry, J.J., Abe, H., Kameyama, S., Tamai, A., Kasahara, A., Saito, K., 2000. Determination of the International Friction Index (IFI) using the Circular Texture Meter (CTM) and the Dynamic Friction Tester (DFT), 4th International Symposium on Pavement Surface Characteristics of Roads and Airfields (SURF 2000), Nantes, France.

4. Rado, Z., 2009. Evaluating Performance of Limestone Prone to Polishing. Final Report No. FHWA-PA-2009-022-510401-015, The Pennsylvania State University, Dec. 2009.

5. Roe, P.G., Parry, A.R., Viner, H.E., 1998. High and low speed skidding resistance: the influence of texture depth, TRL Report 367, Jan. 1998.

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