RTE I95 over 908AX NB: RTE 908A (Route: 95)
Num:5075449x
Open: no restriction [A]
Built: 1956, Reconstructed: 2008
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 27.4 m = 89.9 ft
Main Spans: 1 at 27.4 m = 89.9 ft
Approach Spans: 0
Skew: 16
Width, Roadway: 27.8 m = 91.2 ft (7 Lanes) and Out-To-Out: 33.4 m = 109.6 ft for a 28.3 m = 92.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Bronx County [005], New York [36]
Owned by State Toll Authority [31], DOT District: 0
5.0 MI NW I295&I95

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 90.2 metric ton = 99.2 tons ()
Inventory: 29.4 metric ton = 32.3 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 81260 (2017) and Trucks: 19%
Future ADT: 103834 (In 2039 )

RTE 907W over RTE 1 (Route: 907)
Num:5500019x
Open: no restriction [A]
Built: 1933, Reconstructed: 2013
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Frame [07]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 29 m = 95.1 ft
Main Spans: 1 at 27.7 m = 90.9 ft
Approach Spans: 0
Skew: 18
Width, Roadway: 15.6 m = 51.2 ft (4 Lanes) and Out-To-Out: 18.1 m = 59.4 ft for a 15.8 m = 51.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Pelham Manor [57023]: Westchester County [119], New York [36]
Owned by State Highway Agency [01], DOT District: 87
JCT OF RTS 1 < HRP

Condition
Deck: Very Good [8]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 52.6 metric ton = 57.9 tons (Load Factor(LF) [1])
Inventory: 31.8 metric ton = 35.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 90961 (2007) and Trucks: 4%
Future ADT: 128318 (In 2039 )

RTE I95 over HOLLERS AVENUE: EASTCHES (Route: 95)
Num:5075439x
Open: no restriction [A]
Built: 1995, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 189.9 m = 623.1 ft
Main Spans: 5 at 49.7 m = 163.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 30.5 m = 100.1 ft (6 Lanes) and Out-To-Out: 32.4 m = 106.3 ft for a 30.5 m = 100.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 15.2 m = 49.9 ft

Location
New York [51000]: Bronx County [005], New York [36]
Owned by State Toll Authority [31], DOT District: 0
3.9 MI NW I295 & I95

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 55.3 metric ton = 60.8 tons (Load Factor(LF) [1])
Inventory: 44.5 metric ton = 49.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 1999 [899] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 81260 (2017) and Trucks: 19%
Future ADT: 103834 (In 2039 )