Comparison between | Time period* | MOEs | P value | Significance |
Left Lane Closure (LLC) Early Merge VS Right Lane Closure (RLC) Early Merge | Morning peak | Delay | 0.1334 | Not significant |
(LLC) Early Merge VS (RLC) Early Merge | Evening peak | Delay | 0.0407 | Significant |
(LLC) Late Merge VS (RLC) Late Merge | Morning peak | Delay | 0.3516 | Not significant |
(LLC) Late Merge VS (RLC) Late Merge | Evening peak | Delay | 0.2225 | Not significant |
Work zone with 20% VS 25% Truck | Morning peak | Travel Time | 0.0364 | Significant |
Work zone with 20% VS 25% Truck | Evening peak | Travel Time | 0.4760 | Not significant |
Base Model VS 10% Increased Volume in Base Model | Morning peak | Travel Time | 0.0817 | Not significant |
Base Model VS 10% Increased Volume in Base Model | Evening peak | Travel Time | 0.0588 | Not significant |
Work Zone with 10% VS 20% Increase in Volume | Morning peak | Delay | 0.0261 | Significant |
Work Zone with 10% VS 20% Increase in Volume | Evening peak | Delay | 0.0101 | Significant |