Estimating Free-flow Speed from Posted Speed Limit Signs

被引:21
作者
Deardoff, Matthew D. [3 ]
Wiesner, Brady N. [2 ]
Fazio, Joseph [1 ]
机构
[1] S Dakota Sch Mines & Technol, Chicago, IL 60631 USA
[2] Puget Sound Naval Shipyard & IMF, Watertown, SD 57201 USA
[3] South Dakota Sch Mines & Technol, Watertown, SD 57005 USA
来源
6TH INTERNATIONAL SYMPOSIUM ON HIGHWAY CAPACITY AND QUALITY OF SERVICE | 2011年 / 16卷
关键词
free-flow speed; posted speed limit; model; speed limit sign; highway;
D O I
10.1016/j.sbspro.2011.04.452
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
In 2010 Highway Capacity Manual, one preferably determines free-flow speed (FFS) by deriving it from a speed study involving the existing facility or on a comparable facility if the facility is in the planning stage. Many have used a 'rule of thumb' by adding 5 mi/h (10 km/h) above the posted limit to obtain FFS without justification. Two team members using a radar gun and manual tally sheets collected 1668 speed observations at ten sites during several weeks. Each site had a unique posted speed limit sign ranging from 20 mi/h (30 km/h) to 75 mi/h (120 km/h). Five sites were on urban streets. Three sites were on multilane highways, and two on freeways. Goodness-of-fit test results revealed that a Gaussian distribution generally fit the speed distributions at each site at a 5% level of significance. The best-fit model had a correlation coefficient of +0.99. The posted speed limit variable was significant at 5% level of significance. Examining data by highway type revealed that average free-flow speeds are strongly associated with posted speed limits with correlation coefficients of +0.99, +1.00, and +1.00 for urban streets, multilane highways, and freeways, respectively. (C) 2011 Published by Elsevier Ltd.
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页数:11
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