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Nearby Bridges in NBI 2021: 5


RTE I278 over EAST 140TH STREET (Route: 278)
Num:00000000106666Dx
Open: no restriction [A]
Built: 1962, Reconstructed: 2020
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: 99.1 m = 325.1 ft
Main Spans: 5 at 24.3 m = 79.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.9 m = 22.6 ft (1 Lanes) and Out-To-Out: 8.2 m = 26.9 ft for a 6.1 m = 20.0 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 Highway Agency [01], DOT District: 0
1 MI NE JCT I278 & I87
Condition
Deck: Excellent [9]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 59 metric ton = 64.9 tons (Load Factor(LF) [1])
Inventory: 35.4 metric ton = 38.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] 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: 34011 (2018) and Trucks: 10%
Future ADT: 43459 (In 2039 )
RTE I278 over BRUCKNER BLVD SB: RELIEF (Route: 278)
Num:00000000106666Bx
Open: no restriction [A]
Built: 1959, Reconstructed: 2019
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] 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: 275.5 m = 903.9 ft
Main Spans: 14 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11.1 m = 36.4 ft (2 Lanes) and Out-To-Out: 12.3 m = 40.4 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 4.41 m = 14.5 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Bronx County [005], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
1 MI NE JCT I278 & I87
Condition
Deck: Excellent [9]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 56.2 metric ton = 61.8 tons (Load Factor(LF) [1])
Inventory: 33.6 metric ton = 37.0 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
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 km = 0.0 mi
Traffic
ADT: 24321 (2003) and Trucks: 9%
Future ADT: 34049 (In 2023 )
RTE I278 over RELIEF (Route: 278)
Num:00000000106666Ax
Open: no restriction [A]
Built: 1959, Reconstructed: 2019
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] 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: 259.7 m = 852.1 ft
Main Spans: 14 at 21.3 m = 69.9 ft
Approach Spans: 0
Skew: 20
Width, Roadway: 13 m = 42.7 ft (2 Lanes) and Out-To-Out: 14.3 m = 46.9 ft for a 11.9 m = 39.0 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 Highway Agency [01], DOT District: 0
1 MI NE JCT I278 & I87
Condition
Deck: Excellent [9]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 78.9 metric ton = 86.8 tons (Load Factor(LF) [1])
Inventory: 47.2 metric ton = 51.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 1999 [1199] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 138853 (2017) and Trucks: 7%
Future ADT: 177426 (In 2039 )
BRUCKNER BLVD. over RTE I278: CSX TRANS/P MR (Route: 0)
Num:2241099x
Open: no restriction [A]
Built: 1909, Reconstructed: 2000
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 11.6 m = 38.1 ft
Main Spans: 1 at 10.6 m = 34.8 ft
Approach Spans: 0
Skew: 15
Width, Roadway: 36.9 m = 121.1 ft (8 Lanes) and Out-To-Out: 53.6 m = 175.9 ft for a 43.3 m = 142.1 ft approaching roadway.
Vertical Clearance: 4.36 m = 14.3 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Bronx County [005], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
IN PORT MORRIS
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 84.4 metric ton = 92.8 tons (Load Factor(LF) [1])
Inventory: 50.8 metric ton = 55.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 50171 (2019) and Trucks: 15%
Future ADT: 50406 (In 2039 )
SOUTHERN BLVD over CSX TRANS/P MRRIS (Route: 0)
Num:2241080x
Open: no restriction [A]
Built: 1916, Reconstructed: 1936
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 11.9 m = 39.0 ft
Main Spans: 1 at 10.9 m = 35.8 ft
Approach Spans: 0
Skew: 33
Width, Roadway: 18.3 m = 60.0 ft (4 Lanes) and Out-To-Out: 30.5 m = 100.1 ft for a 18.3 m = 60.0 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 City or Municipal Highway Agency [04], DOT District: 0
AT MOTT HAVEN
Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 42.6 metric ton = 46.9 tons (Load Factor(LF) [1])
Inventory: 25.4 metric ton = 27.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 2020 [0520] 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: 9810 (2018) and Trucks: 12%
Future ADT: 11917 (In 2039 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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