NTL Record

Title Tentative Pavement and Geometric Design Criteria for Minimizing Hydroplaning
Record ID 48376
Personal Name
Creator
Gallaway, Bob M.; Ivey, Don; Ross, Hayes E.; Ledbetter, William B.; Woods, D. L.; Schiller, Roger
Personal Name
Contributor
Balmer, Glenn G.
Corporate Creator United States. Department of Transportation. Federal Highway Administration. Offices of Research and Development
Corporate
Contributor
Texas Transportation Institute
Publisher United States. Department of Transportation. Federal Highway Administration. Offices of Research and Development
Publication Date 19750201
Language English
Abstract A comprehensive literature review,multi-state questionnaires, mathematical modeling, computer simulations, field testing and data correlations were used to establish tentative criteria relating to geometric and pavement surface texture and cross slope to minimize highway hydroplaning. More specifically the authors have covered in detail the empirical indications of hydroplaning as determined from interpretation of hard data developed with a spin down trailer in a hydroplaning trough, skid number trailers including drag link and torque and extensive tire and pavement testing under simulated rain. Precise measurements of surface drainage were examined and equations relating pavement texture and cross slope and rainfall density were developed. Random and patterned textures covering the complete range of real world pavements were included. Vehicle control as related to variation in cross slope was simulated with the HVOSM. Travel with constant velocity along a tangent path and a lane change maneuver at 60 mph (97 km/h) involving the traversal of a crown were tested for driver demand and vehicle control. A determination of deficiencies in existing surface drainage design methodology for sag vertical curves was conducted by state surveys and representative sites were selected for further study. A summary of tentative criteria to reduce hydroplaning is presented along with recommendations for construction of flexible and rigid pavements to minimize hydroplaning. Recommendations are presented for Phase II of this study wherein it is expected that the tentative criteria established in Phase I will be further confirmed and the more critical gaps in the current information will be filled.
Rosap ID dot:41846
Rosap URL https://rosap.ntl.bts.gov/view/dot/41846
TRT Terms Hydroplaning; Rolling contact; Geometric design
Geographical
Coverage
United States
TRIS Online
Accession No
142903
Contract Number DOT-FH-11-8269
Report Number FHWA-RD-75-011
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/48000/48300/48376/FHWA-RD-75-011.pdf
Format PDF
Database NTL Digital Repository