Septa Wayne Junction


Date: 10/06/2006

Duration: 1 Day

A retaining wall was installed to prevent soils from eroding from the embankment. Temporary helical tie-back anchors were installed with no interference to train operations during the construction period. The tie-backs secured the wall and stabilized the slope.

Project Summary:

  • Helical Pile Type: 1.75” Square Shaft
  • # of Helical Piles: 4
  • Location: Philadelphia, PA 19145
  • Installation Depth: 30 feet
  • Equipment Used: Cat 312 with 20,0000ft # esskridge drive head
  • Challenge/Unique Aspect: Limited Access at an active rail yard
  • General Contractor: Rockport Construction