Research Article

Machine Learning and Reverse Methods for a Deeper Understanding of Public Roadway Improvement Action Impacts during Execution

Table 4

Potential explanatory cariables (at 1-minute increment for a given TMC segment) and their definitions.

VariableDescription/value

Traffic characteristics
Speed-related
 SpR (t, l)Ratio of speed at time t in segment l to recurrent speed at the same time and location.
 SdR (t-15: t+15, l)Standard deviation of SpR from 15 mins before to 15 mins after time t in segment l.
 UpSdR (t-15: t+15, l+1, l)Ratio of SdR in upstream segment (US) at the same increment of time.
 DownSdR (t-15: t+15, l-1, l)Ratio of SdR in downstream segment (DS) at the same increment of time.
 AvgR (t: t+15, l)Average of consecutive SpRs from time t to 15 minutes after in segment l.
 UpAvgR (t: t+15, l+1)AvgR of US within same increment of time.
 DownAvgR (t: t+15, l-1)AvgR of DS within same increment of time.
 U/CAvgR (t: t+15, l+1, l)Ratio of AvgR in US to chosen segment at the same increment of time.
 D/CAvgR (t: t+15, l-1, 1)Ratio of AvgR in DS to chosen segment at the same increment of time.
 D/UAvgR (t: t+15, l-1, 1+1)Ratio of AvgR in DS to US at the same increment of time.
Travel time-related
 EBTI (t: t+15, l)EBTI of consecutive timestamps from time t to 15 minutes after in segment l.
 UpEBTI (t: t+15, l+1)EBTI of US within same increment of time.
 DownEBTI (t: t+15, l+1)EBTI of DS within same increment of time.
 U/CEBTI (t: t+15, l+1)Ratio of EBTI in US to chosen segment at the same increment of time.
 D/CEBTI (t: t+15, l-1)Ratio of EBTI in DS to chosen segment at the same increment of time.
 D/UEBTI (t: t+15, l-1, 1+1)Ratio of EBTI in DS to US at the same increment of time.
Temporal characteristic
Peak peak period (5 : 30 – 9 : 30, 15 : 00 – 19 : 00); .