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