Work Zone Free-Flow Speed Model
Vichika Iragavarapu Stantec |
Equation 10-10 utilizes fsr, which is defined as speed ratio (decimal); the ratio of non-work-zone speed to work-zone speed (pg. 10-41). I believe this needs to be the ratio of work-zone speed to non-work-zone speed to accurately estimate FFSwz. For example, if non-work-zone speed limit is 70 mph and work zone speed limit is 40mph for a one-lane closure, Eq. 10-10 would estimate FFSwz to be 76 mph. this doesn't seem correct. However if fsr is defined as the ratio of work-zone speed to non-work-zone speed, the estimated FFSwz will for the example site will be 36 mph, which seems more reasonable. Thoughts? Vichika (Edited July 21st, 2020 at 5:31 PM UTC) |
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Scott Washburn University of Florida |
This issue was discussed at our mid-year meeting (Austin, June 2018). In the database used to calibrate the model, there were no instances of large differences between work zone and non-work zone speeds. The equation would have to be re-calibrated to use the inverse of the speed ratio. For now, we are going to add a disclaimer that the speed ratio only applies when it is small (less than 1.2). (Edited July 30th, 2020 at 5:32 PM UTC) |
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Cooper Calhoun Alabama Department of Transportation |
Have there been anymore discussions on this topic? Do you make fsr = 0 if it is greater than 1.2? (Edited July 24th, 2020 at 5:32 PM UTC) |
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