Skip to main content
Submitted by v.schaefer on Mon, 10/31/2022 - 12:50
Overview photo of Route 6/10 Interchange Reconstruction, courtesy of Rhode Island Department of Transportation
Overview photo of Route 6/10 Interchange Reconstruction, courtesy of Rhode Island Department of Transportation

Project Summary/Scope:

The Route 6/10 Interchange Reconstruction project is the largest design-build project in Rhode Island Department of Transportation (RIDOT) history.  The total scope of the work involves the reconstruction of the entire Route 6 and 10 interchange within the existing highway right of way while replacing or removing the seven structurally deficient bridges within the project area.

Two of the flyover ramps have an existing 100-year-old brick sewer underlying the alignment of the ramp. The relocation and/or realignment of the existing utilities was determined to be not feasible. Ground improvement was determined to be a very costly and time-consuming solution.

Thus, the flyovers utilize a U-Wall system with polymer straps and polyester geogrid and ultra-lightweight foamed glass aggregate (UL-FGA) backfill. Exposed abutment heights are approximately 23 and 33 feet high.  The adoption of UL-FGA lightweight fill solution protects the buried utilities against the weight of the embankment, satisfies the constraint of zero settlement of the sewer imposed by the utility owner, and provided cost and time savings to RIDOT.

Complementary Technologies Used:  U-Wall MSE System

Alternate Technologies: Soil-mixed rigid inclusions, expanded polystyrene (geofoam), foamed concrete and expanded shale aggregate were considered. Alternate options were either not feasible or more costly and time-consuming than the UL-FGA option.

Overview photo during construction of fill materials.
Overview photograph of fill materials during construction.

 

Closeup photograph of MSEW and fill materials during construction.
Closeup photograph of MSEW and fill materials during construction.

Performance Monitoring:  N/A

Cost Information:  $3M estimated cost savings over ground improvement option.

Case History Author/Submitter

Theresa Andrejack Loux, Ph.D., P.E.

Chief Technical Officer

Aero Aggregates of North America LLC

tloux@aeroaggregates.com

717-574-5614

 

RIDOT Project Contact:

Deirdre Paiva, PMP

Rhode Island Department of Transportation

Providence, RI

Deirdre.paiva@dot.ri.gov

Project Technical Paper:  Loux, T.A., and Filshill, A. (2021).  “Ultra-Lightweight Foamed Glass Aggregate as MSE Wall Backfill: Properties and Case Studies.”  Geosynthetics 2021, Industrial Fabrics Association International, 22-25 February 2021, Virtual Event.

Also, white paper written by Deirdre Paiva and Anthony Palombo.

Date Case History Prepared: 11 March 2022

Case History Prepared By: Theresa Andrejack Loux, Ph.D., P.E.

Title
Foamed Glass Aggregate Fill - Route 6/10 Interchange Reconstruction
Location
Providence, Rhode Island
Year
2019-2021 (for UL-FGA Installation)
Technology
Owner
Rhode Island Department of Transportation
Contractor
6/10 Constructors (JV: Barletta Heavy Division, O & G Industries, D.W. White Construction, and Aetna Bridge Co.)
Engineer
AECOM