| Frankford Transportation Center |
|
|
|
Location: Frankford & Bustleton Avenues, Philadelphia, PA Client: SEPTA Description : The proposed structures include the following:
VFL’s subsurface investigations included 43 test borings and laboratory testing of soils and rock. Geotechnical design challenges unique to this project included high column loads, shear and moment reactions for the guide-way; variable top of rock elevations and rock qualty; weak fill and high groundwater levels; and project areas with tight overhead working conditions. These complications necessitated the design of six different foundation systems for the support of the various structures including, a basement mat, spread footings with in-place stabilization of weak fill, 100-ton drilled in place mini piles, 60-ton driven steel H-piles, five-foot diameter drilled piers with five foot long rock sockets. The use of different foundation systems required detailed attention to potential differential settlements. |
|
| Last Updated ( Monday, 01 May 2006 ) |
| < Prev | Next > |
|---|
