Long Description: Summary of CA4PRS Analysis Results
| Characteristic | Median Cross-over Closure | 24/6 Closure | Nighttime Closure | |
|---|---|---|---|---|
| Schedule | Total Closure Duration (working days) | 119 | 154 | 199 |
| Schedule | Project Duration (month) | 7 | 9 | 11 |
| Traffic | WZ Capacity (vphpl) | 1,050 | 930 | 850 |
| Traffic | Max Delay – Average weekday | Minor | Minor | Minor |
| Traffic | Max Delay – Sunday (minutes) | 30 min (SB) 60 min (NB) |
No lane closure (85 min SB / 120 min NB)* | - |
| Traffic | Max Queue – Sunday (mile) | 3 mile (SB) 5 mile (NB) |
5 mile (SB) 7 mile (NB) |
- |
| Cost | Construction ($M) | 18 | 18 | 18 |
| Cost | Traffic Control ($M) | 1.2 | .75 | 1 |
| Cost | Total Project cost ($M) | 19.2 | 18.75 | 19 |
| * No lane closures on Sunday for 24/6 closure, but max delay is estimated as if the lane closure remains. Project construction cost was obtained from the Engineer's Estimate generated by UDOT's PDBS system. | ||||
Return to slide 18.
