Speed-profile model for two-lane rural highways

被引:56
作者
Fitzpatrick, K [1 ]
Collins, JM
机构
[1] Texas Transportat Inst, College Stn, TX 77843 USA
[2] Kimley Horn & Associates, San Diego, CA 92101 USA
来源
GEOMETRIC DESIGN AND EFFECTS ON TRAFFIC OPERATIONS 2000: HIGHWAY AND FACILITY DESIGN | 2000年 / 1737期
关键词
D O I
10.3141/1737-06
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Design consistency refers to highway geometry's conformance with driver expectancy. Generally, drivers make fewer errors at geometric features that conform with their expectations. A proposed method for evaluating design consistency is to predict the speed along an alignment by using a speed-profile model. A speed-profile model was developed by using the following: speed prediction equations that calculate the expected speed at horizontal, vertical, or combination curves; assumed desired speed for the roadway; TWOPAS equations that determine the performance-limited speeds at every point; acceleration and deceleration rates; and several documented assumptions, The speed-profile model can be used to evaluate the design consistency of a facility or to generate a speed profile along an alignment In conclusion, the speed-profile model developed appears to provide a suitable basis for the Interactive Highway Safety Design Model design consistency module.
引用
收藏
页码:42 / 49
页数:8
相关论文
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