Here are some frequently asked questions about the Ashford Avenue Bridge.

Q. Who is responsible for maintenance of the bridge?
A. The Albany Post Road Bridge is owned by the county of Westchester and is the responsibility of the county's Department of Public Works and Transportation.

Replacement of Crane Road Bridge on the Bronx River Parkway started June 4, 2012. The project is expected to be completed in 2015 and involves replacing the bridge over the Bronx River as well as the bridge over the MTA Metro-North Railroad. During construction the existing bridge will remain in operation.

The new bridge will have wider lanes and shoulders and will included a northbound deceleration lane to Exit 12 - Crane Road. Also included will be a sidewalk/ramp accessing the Bronx River Pathway and the southbound Scarsdale Railroad Station Platform. Read more about the undertaking of this project.

The reconstruction of this bridge is the largest construction project ever undertaken by the county on the Bronx River Parkway. While local residents and those who use this section of the Bronx River Parkway have witnessed the progress of this project, we have assembled a photo gallery that visually chronicles the progress made to date.

 

Crane Road Bridge

Underside of existing bridge

Existing Bridge

Rendering of New Bridge

Proposed Bridge

 

View the photo galleries of the bridge replacement progress by season:

 

Albany Post Road Bridge view looking southThe project will see the replacement of the Albany Post Road Bridge (BIN 1050460) which carries Albany Post Road over Canopus (Sprout) Brook. The project is located in the Town of Cortlandt, Westchester County, New York.

The existing bridge was constructed in 1929 and underwent rehabilitation in 1986. The bridge is a concrete jack-arch structure founded on concrete abutments. The bridge is a single span bridge with a span length of 53’-3”. The existing bridge carries (two) – 12 foot lanes with an 8’ wide shoulder on the north side and an 8’ 5” shoulder on the south side. The existing bridge also carries a concrete sidewalk on the south side along with concrete parapets on both sides of the bridge.

Project Map, Plans and Typical Sections

Project Location Map
General Plan
Typical Highway Sections
Proposed Bridge Staged Construction

Project Publications

Albany Post Road Bridge - Project Presentation Slides

Notice of Public Information Meeting, Tuesday, Feb. 27, 2018

County of Westchester, NY

PIN 8761.67 – Replacement of the Albany Post Road Bridge over Canopus (Sprout) Brook, Town of Cortlandt, Westchester County, NY

Please take note that notice is hereby given of a public information meeting regarding the proposed construction project, (PIN 8761.67) to Replace the Albany Post Road Bridge over Canopus (Sprout) Brook, Town of Cortlandt, Westchester County, NY. The meeting will be held on Tuesday, Feb. 27, 2018 at 7:00 p.m. in the Cortlandt Town Hall, Nyberg Room, 1 Heady St., Cortlandt Manor, NY 10567. The intent of the meeting is to solicit input from the public after a presentation on the purpose and need for the project. Design alternatives as well as construction duration and staging requirements will also be presented.

County of Westchester, New York
Department of Public Works and Transportation
Hugh J. Greechan, Jr., P.E., Commissioner

Replacement of the Albany Post Road Bridge over Canopus (Sprout) Brook Draft Design Report and Appendices

PIN 8761.67 Albany Post Rd. DDR December 2017 Rev1 (ID 1379224)

Photos documenting the replacement of structures carrying the Bronx River Parkway over the Bronx River and MTA Metro-North Railroad at Crane Road.

 

Spring - Summer 2013

Pedestrian Ramp columns and pier caps

Pedestrian ramp columns and pier caps

Protecting the existing 54" sewer at Pier 4

Protecting the existing 54" sewer at pier 4

Steel beams installed in Pier 4 footing to protect existing 54" sewer

Steel beams installed in pier 4 footing to protect existing 54" sewer

IMG 1643

North abutment wall showing blind arches detail

Form work and reinforcement for Pier 6

Form work and reinforcement for pier 6

Middle Abutment south facing wall

Middle abutment south facing wall

Form work and reinforcement for Pier (overhead view)

Form work and reinforcement for pier (overhead view)

Middle Abutment wall adjacent to MTA Metro-North Railroad looking south

Middle abutment wall adjacent to MTA Metro-North Railroad looking south

Completed Pedestrian Ramp columns and pier caps

Completed pedestrian ramp columns and pier caps

Pedestrian Ramp precast sections

Pedestrian ramp precast sections

Micropile installation

Micropile installation

Micropile casings plus internal reinforcement rods

Micropile casings plus internal reinforcement rods

Soldier Pile drilling machine

Soldier pile drilling machine

Pedestrian ramp (side view)

Pedestrian ramp (side view)

600 ton crane (lower view)

600-ton crane (lower view)

600 ton crane

600-ton crane

363,000 lbs of crane counter weights

363,000 lbs. of crane counter weights

Crane maneuvering 4 ft. x 100 ft., 100,000 lb beam into place over railroad

Crane maneuvering 4 ft. x 100 ft., 100,000-lb beam into place over railroad

Crane maneuvering 4 ft. x 100 ft., 100,000 lb beam into place over railroad - 2

Crane maneuvering 4 ft. x 100 ft., 100,000-lb beam into place over railroad - 2

Crane maneuvering 4 ft. x 100 ft., 100,000 lb beam into place over railroad - 3

Crane maneuvering 4 ft. x 100 ft., 100,000-lb beam into place over railroad - 3

Crane maneuvering 4 ft. x 100 ft., 100,000 lb beam into place over railroad - 4

Crane maneuvering 4 ft. x 100 ft., 100,000-lb beam into place over railroad - 4

Crane maneuvering 4 ft. x 100 ft., 100,000 lb beam into place over railroad - 5

Crane maneuvering 4 ft. x 100 ft., 100,000-lb beam into place over railroad - 5

 Pier 5 formwork and reinforcement

Pier 5 formwork and reinforcement

Micropile installation

Micropile installation

Pedestrian ramp (switch back view)

Pedestrian ramp (switch back view)

Inside the steel core for pier at fabrication plant

Inside the steel core for pier at fabrication plant

Steel component fabrication in plant

Steel component fabrication in plant

Pier bracket arms (upside down) at fabrication plant

Pier bracket arms (upside down) at fabrication plant

Steel component drilling at fabrication plant

Steel component drilling at fabrication plant

Pier and bracket arms temporarily assembled (upside down) in fabrication plant

Pier and bracket arms temporarily assembled (upside down) in fabrication plant

 Pier edge beams attached to bracket arms, temporarily assembled (upside down) at  fabrication plant

Pier edge beams attached to bracket arms,temporarilyassembled (upside down) at fabrication plant

West half of Pier 4 footing over sewer

West half of pier 4 footing over sewer

Pier 4 footing with core reinforcement

Pier 4 footing with core reinforcement

Preperation for Pier 4 concrete pour

Preperation for pier 4 concrete pour

Pier 5 stone installation

Pier 5 stoneinstallation

Pier 6 stone installation

Pier 6 stone installation

Pier 6 and middle abutment stone installation

Pier 6 and middle abutment stone installation