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I-295/I-76/Route 42 Direct Connection

Alternatives Considered

Alternative D
(short list)

Alternative D begins in the vicinity of the Grenloch Secondary Railroad Bridge over I-295. Mainline I-295 shifts slightly south and elevates to a third level viaduct over Browning Road and Route 42 and a second level viaduct over Ramp C. The roadway meets existing I-295 pavement north of the Creek Road overpass. The I-295 Alternative D alignment crosses
I-76/Route 42 at a skew through an unused area of New St. Mary's Cemetery.

Vehicles on northbound Route 42, whose destination is I-295 northbound, exit on Ramp A. This ramp configuration, in conjunction with the new
I-295 mainline alignment, eliminates the current substandard weaving condition with Ramp E at this location. Ramp A crosses under Ramp E and then crosses over Route 42 northbound before joining the elevated I-295 northbound alignment just north of Browning Road.

Ramp B provides the movement from southbound I-295 to northbound
I-76. Ramp C provides the movement from southbound I-295 to southbound I-76/Route 42. Ramp B and Ramp C exit I-295 from the right. Ramp B follows a similar alignment to its existing one to meet I-76 northbound. Ramp C splits from Ramp B and crosses under Ramp D, I-76, Browning Road, and I-295 to connect with Route 42 north of the Creek Road Bridge.

Ramp D is the move from I-76 southbound to I-295 northbound. Ramp D exits I-76 in much the same way that it does now. The Ramp D alignment crosses over I-76, over Ramp C, and under I-295 before merging with
I-295 northbound south of Bell Road.

Northbound I-295 traffic heading north to I-76 utilizes Ramp E which follows essentially the same alignment as it does now.

Southbound I-76 traffic heading to I-295 southbound utilizes Ramp F. Ramp F diverts from I-76 from the right (existing exit is from the left), and then passes under Browning Road. Ramp F first runs parallel to Ramp C and then runs adjacent to I-295 southbound. Ramp F rises from a depressed section at Browning Road to an elevated section as it ties into I-295 southbound prior to Essex Avenue.

A summary of design features of this alternative are:

  • Northbound and southbound I-295 are side-by-side
  • I-295 crosses over Route 42/I-76 on a viaduct on a skew
  • I-295 on viaduct over Ramp C and Browning Road
  • Ramp D on viaduct over I-76/Route 42, Ramp C and under I-295
  • Two lane ramps except for Ramp F
  • Removes express/local lanes on I-76 westbound
  • I-295 posted speed limit: 55 mph (design speed: 60 mph)
  • Ramp speed limits: 40 mph (design speed: 45 mph)

Alternative D Map

Alternative D Map (pdf 1.5m)

The file listed above is in Portable Document Format (PDF). You will need Adobe Acrobat Reader to view this file, which is available at our state Adobe Access page.

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  Last Updated:  March 28, 2013