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Using Probe Data Analytics For Characterizing Speed Reductions as well as Predicting Speeds During Rain EventsWilliam L Downing (9148868) 29 July 2020 (has links)
This study emphasizes the extreme variability present in traffic speed studies and the need
for high resolution traffic and weather data in order to understand the interaction between traffic
speeds and weather. I analyzed the impact rainfall has on roadway traffic speeds along I-65 in
Indiana for the month of June 2018 and attempted to leverage this information to model and predict
traffic speeds. To develop a statistical distributional understanding of the difference between traffic
speeds under rain and non-rain conditions, Quantile-Quantile plots were generated in addition to
fitting both scenarios to a gamma distribution. To compare how traffic speeds react to various
precipitation intensities, boxplots were generated for comparison. Then, a baseline speed was
defined using the median traffic speed under non-rain scenarios and was used to calculate speed
reductions from the baseline at varying precipitation intensities. Finally, an XGBoost model is
developed to attempt traffic speed predictions.
There are five key findings indicated by this study. First, the non-rain traffic speeds above
the 5th percentile are typically faster than their rain speed counterparts at comparable quantile
levels. Second, traffic speeds exhibit a high amount of variance at varying precipitation intensity
levels. Third, the gamma distribution does not suit traffic speed distributions at all locations and
times of day under rain or non-rain scenarios. This result is consistent with previous findings that
suggest traffic speed interactions are highly variable and based on a variety of factors that are hard
to account for. Fourth, weekday traffic speeds from 1600 to 2200 UTC are the most strongly
impacted across all regions during rain events seeing speed reductions of up to 10 mph, this is
consistent with previous findings. Finally, the XGBoost model did not perform adequately in the
configuration used in this study. The poor performance of the XGBoost model was somewhat
anticipated as this study did not have access to traffic volume information and instead leverages
proxy variables to account for this. The findings of this study demonstrate the need for finer scale
studies on traffic—weather interactions and provides methodology that can be extended to other
weather and traffic datasets.
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Early Empirical Evidence for the Effects of Adaptive Ramp Metering on Measures of Travel Time ReliabilityLow, Travis Charles 01 September 2017 (has links)
Adaptive ramp metering (ARM) is a critical component of smart freeway corridors under an active traffic management portfolio. While improving capacity through smart corridors and application of proactive traffic management solutions is less costly and easier to deploy than freeway widening, conversion to smart corridors still represents a sizable investment for a state department of transportation. Early evidence of improvements following these projects can be valuable to agencies. However, in the U.S. there have been limited evaluations, of smart corridors in general and ARM in particular, based on real operational data. This thesis explores travel time reliability measures for the eastbound (EB) Interstate 80 (I-80) corridor in the San Francisco Bay Area before and after implementation of ARM using INRIX data. These measures include buffer index, planning time, and measures from the literature that account for both skew and width of the travel time distribution. The measures are estimated for the entire corridor as well as corridor segments upstream of a bottleneck that historically have the worst measures of reliability. A new metric for measuring unreliability that may be derived from readily available INRIX data is also proposed in the thesis using data from the study corridor. While the ARM system is relatively new, the results indicate positive trends in measures of reliability even as the number of incidents on the corridor has increased in line with the national crash trends. The spatio-temporal trend evaluation framework used here may be used in the future to obtain more robust conclusions. However, since multiple smart corridor components were installed simultaneously, it may not be possible to fully isolate the effects of the ARM, or any of the other systems, individually.
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