DR.GEO.S.SMITH BRG over LEHIGH RIVER (Route: 611)
Num:28626x
Open: no restriction [A]
Built: 1912, Reconstructed: 1991
Historic: Bridge is eligible for the NRHP. [2]

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: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 91.4 m = 299.9 ft
Main Spans: 3 at 30.5 m = 100.1 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 23.2 m = 76.1 ft (6 Lanes) and Out-To-Out: 29 m = 95.1 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 4.94 m = 16.2 ft and Navigational Clearance: 0 = N/A

Location
Easton [21648]: Northampton County [095], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 5
DR.GEORGE S. SMITH BRIDGE

Condition
Deck: Not Applicable [N]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 49 metric ton = 53.9 tons ()
Inventory: 32.7 metric ton = 36.0 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: December 2018 [1218] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 1.6 km = 1.0 mi
Traffic
ADT: 18227 (2021) and Trucks: 3%
Future ADT: 26006 (In 2032 )

Northampton Street over DELAWARE RIVER (Route: 0)
Num:3300280x
Posted for load [P]
Built: 1896, Reconstructed: 2002
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 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: 169.5 m = 556.1 ft
Main Spans: 3 at 91.4 m = 299.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.8 m = 32.2 ft (3 Lanes) and Out-To-Out: 10.4 m = 34.1 ft for a 9.8 m = 32.2 ft approaching roadway.
Vertical Clearance: 3.12 m = 10.2 ft and Navigational Clearance: 0 = N/A

Location
Phillipsburg [58350]: Warren County [041], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
0.5 miles south of US 22

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 11.9 metric ton = 13.1 tons ()
Inventory: 6.4 metric ton = 7.0 tons ()

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: Better than present minimum criteria [7] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 18700 (2017) and Trucks: 0%
Future ADT: 23000 (In 2037 )

Northampton Street over DELAWARE RIVER (Route: 0)
Num:28914x
Posted for load [P]
Built: 1896, Reconstructed: 2002
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 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: 169.5 m = 556.1 ft
Main Spans: 3 at 91.4 m = 299.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.8 m = 32.2 ft (3 Lanes) and Out-To-Out: 10.4 m = 34.1 ft for a 9.8 m = 32.2 ft approaching roadway.
Vertical Clearance: 3.12 m = 10.2 ft and Navigational Clearance: 0 = N/A

Location
Easton [21648]: Northampton County [095], Pennsylvania [42]
Owned by Local Toll Authority [32], DOT District: 5
CITY OF EASTON

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 11.8 metric ton = 13.0 tons ()
Inventory: 6.4 metric ton = 7.0 tons ()

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: Better than present minimum criteria [7] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 18700 (2017) and Trucks: 0%
Future ADT: 23000 (In 2037 )

US 22 over N. 3RD ST (SR 2023) (Route: 22)
Num:28917x
Open: no restriction [A]
Built: 1950, Reconstructed: 2014
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: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 26.2 m = 86.0 ft
Main Spans: 1 at 25.3 m = 83.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.5 m = 54.1 ft (4 Lanes) and Out-To-Out: 18.4 m = 60.4 ft for a 16.5 m = 54.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Easton [21648]: Northampton County [095], Pennsylvania [42]
Owned by Local Toll Authority [32], DOT District: 5
CITY OF EASTON

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
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: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 30000 (2017) and Trucks: 6%
Future ADT: 40000 (In 2037 )