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Nearby Bridges in NBI 2021: 3


Pennington Road over Delaware River (Route: 2070)
Num:3300100x
Posted for load [P]
Built: 1904, Reconstructed: 2010
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Open Grating [3] with Wearing Surface:
Bridge Dimensions
Length: 267.3 m = 877.0 ft
Main Spans: 6 at 43.6 m = 143.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 4.6 m = 15.1 ft (2 Lanes) and Out-To-Out: 4.8 m = 15.7 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 4.3 m = 14.1 ft and Navigational Clearance: 0 = N/A
Location
Hopewell [33120]: Mercer County [021], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 2
Pennington Road
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 8.3 metric ton = 9.1 tons (Allowable Stress(AS) [2])
Inventory: 5.4 metric ton = 5.9 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
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: Equal to present desirable criteria [8] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: April 2020 [0420] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 7300 (2015) and Trucks: 0%
Future ADT: 8800 (In 2035 )
SR 2070 over DELAWARE River (Route: 2070)
Num:7648x
Posted for load [P]
Built: 1904, Reconstructed: 2010
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Open Grating [3] with Wearing Surface:
Bridge Dimensions
Length: 267.3 m = 877.0 ft
Main Spans: 6 at 43.6 m = 143.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 4.6 m = 15.1 ft (2 Lanes) and Out-To-Out: 4.8 m = 15.7 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 4.3 m = 14.1 ft and Navigational Clearance: 0 = N/A
Location
Upper Makefield [79128]: Bucks County [017], Pennsylvania [42]
Owned by Local Toll Authority [32], DOT District: 6
WASHINGTON CROSSING PA
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 8.2 metric ton = 9.0 tons (Allowable Stress(AS) [2])
Inventory: 5.4 metric ton = 5.9 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
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: Equal to present desirable criteria [8] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: April 2020 [0420] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 6000 (2017) and Trucks: 0%
Future ADT: 7500 (In 2037 )
WASH. CROSSING RD. over D&R FEEDER CANAL (Route: 546)
Num:3001167x
Open: no restriction [A]
Built: 1950, Reconstructed: 1982
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Wood or timber [7] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Wood or Timber [8] with Wearing Surface: Wood or Timber [7]
Bridge Dimensions
Length: 9.4 m = 30.8 ft
Main Spans: 2 at 5.2 m = 17.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 12.2 m = 40.0 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Hopewell [33180]: Mercer County [021], New Jersey [34]
Owned by State Highway Agency [01], DOT District: 2
100' WEST OF NJ 29 JCT
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Fair [5]
Loading
Design:
Operating: 30.8 metric ton = 33.9 tons (Allowable Stress(AS) [2])
Inventory: 22.7 metric ton = 25.0 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: March 2020 [0320] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 8056 (2020) and Trucks: 4%
Future ADT: 9667 (In 2040 )

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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