Case Study
PennDOT I-95, Section GR4
Staged construction of ramp onto Southbound I-95 in Philadelphia, MSE ramp with FGA backfill built over compressible soils adjacent to foundations for the existing ramp, FGA used to reduce settlement and lateral spreading of soil against adjacent foundations, one side of MSE ramp with FGA backfill built against abutment and wingwall and other side built with wirewall facing. The information contained herein is believed to be accurate and reliable. AeroAggregates of North America, LLC accepts no responsibility for the results obtained through application of this product. AeroAggregates reserves the right to update information without notice. For most current information see our website aeroaggregates.com. PROJECT INFO HIGHLY FRICTIONAL • NON-LEACHING • ROT-RESISTANT • NON-FLAMMABLE •