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ACTT Workshop: New Jersey
November 16-18, 2004, Cherry Hill, New Jersey
Appendix C (continued): Skill Set Reporting Forms
Roadway/Geometrics Skill Set
| Idea (Short Name) |
Idea (Detailed Description) |
Implementation Details (Barriers, Skill Set Coordination, etc.) |
| Realign ramp A to exit off of Missing Moves (I-295 SB ramp). |
- This will extend weave from SR-42 and SR-168.
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- Combining ramp volumes may hurt SR-42/I-295 SB ramp and SR-55 weave.
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| Utilize aljo's curve for wetland mitigation. |
- Shift mainline over a little more into wetlands to help.
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| Tie ramp A into I-295 NB prior to mausoleum. |
- (This is without a new ramp A built over SR-42.) This will help the SR-168 weave. Possibly build a new cantilever ramp structure over I-295 to stay away from mausoleum. Or shift mainline alignment over a little more-impacts Belmawr Park and ball fields a little more-Mitigate.
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| One-lane entrance ramp A into I-295 NB-problem. |
- This ramp starts at two-lanes and necks down to one prior to the entrance to I-295 NB-problematic.
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| Maintain left exit from I-76 SB to I-295 NB. |
- This may help with constructability and traffic operations but could create problems with driver expectancy down stream. FHWA is against left entrances will consider left exit.
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| Provide only two through lanes for I-295. |
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| Browning Road over I-295. |
- This may help with ramp grades and relocated ramp C.
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| Take Browning Road under SR-42. |
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| Take ramp C under Browning Road. |
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| Do we need shoulders through tunnel? |
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| Should we pursue 12-ft shoulders max? |
- Current designs provide 17-ft shoulders for sight distance, which meets the posted speed. Consider design exceptions where constraints may warrant.
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| Investigate C-D roads. |
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| Eliminate Alternates G2, H, and K. |
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| Realign Essex Road to tie into Harding Avenue. |
- If main line gets realigned through ball fields then the Essex Road bridge can be eliminated and constructability can be improved.
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Contact
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Updated: 04/04/2011 |
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