-5
| PHASE | DIRECTION | ROUTE 537 | ROUTE I-195 | ROUTE 571 | ROUTE 526 |
|---|
| EAST | WEST | EAST | WEST | SOUTH | NORTH |
| PHASE I |
| Retail/Rest. | To | 15% | 20% | 30% | 30% | 5% | 0% |
| Retail/Rest | From | 8% | 70% | 10% | 10% | 2% | 0% |
| Conv. Store | To | 30% | 20% | 30% | 20% | 0% | 0% |
| Conv. Store | From | 10% | 70% | 10% | 10% | 0% | 0% |
| Office/Medical | To/From | 20% | 10% | 30% | 35% | 5% | 0% |
| Conv. Ctr., Hotel, Rec. | To/From | 8% | 10% | 30% | 50% | 2% | 0% |
| PHASE II |
| Passenger Vehicles | To/From | 10% | 15% | 30% | 35% | 5% | 5% |
| Trucks | To/From | 10% | 10% | 20% | 60% | 0% | 0% |
| PHASE III | To/From | 15% | 10% | 30% | 35% | 5% | 5% |
| PHASE IV | To/From | 15% | 10% | 30% | 40% | 5% | 0% |
Figure 3 in the Appendix illustrates the total Adventure Crossing site generated traffic for the weekday and Saturday peak hours. Trip generation worksheets for each phase are attached to the Appendix.
A design year of 2032 was assumed for analysis in accordance with Ocean County Planning Board protocol (10 year horizon). Base traffic volumes were expanded by 1.0 percent per year for 3 years and 0.50 percent per year for 8 years in accordance with the New Jersey Department of Transportation's (NJDOT) Historical Background Traffic Growth Rate data for the area to establish the 2032 no-build traffic volumes (Figure 4 in the Appendix). Site generated and distributed traffic volumes were then surcharged onto 2032 no-build traffic volumes in order to arrive at full build year 2032 traffic volumes which are shown on Figure 5 in the Appendix.