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Nearby Bridges in NBI 2021: 12


278 over Arthur Kill (Route: 278)
Num:3823051x
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stayed girder [14]
Approach Span(s): Steel continuous [4] Stayed girder [14]
Deck: Concrete Precast Panels [2] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 605 m = 1985.0 ft
Main Spans: 3 at 274.3 m = 900.0 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 21.5 m = 70.5 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 30.18 m = 99.0 ft and Navigational Clearance: 41.8 m = 137.1 ft
Location
Elizabeth [21000]: Union County [039], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
Elizabeth: NJ
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: HL93 [A]
Operating: 46.3 metric ton = 50.9 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 35.6 metric ton = 39.2 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 36189 (2020) and Trucks: 10%
Future ADT: 44158 (In 2040 )
RTE 278 over ARTHUR KILL (Route: 278)
Num:5523051x
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stayed girder [14]
Approach Span(s): Steel [3] Girder and floorbeam system [03]
Deck: Concrete Precast Panels [2] with Wearing Surface: Other [9]
Bridge Dimensions
Length: 605 m = 1985.0 ft
Main Spans: 3 at 274.3 m = 900.0 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (4 Lanes) and Out-To-Out: 21.5 m = 70.5 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 999.9 m = 3280.7 ft
Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
I278 NJ/NY BORDER
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Other [C]
Operating: 99.9 metric ton = 109.9 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()
Appraisal
Structural: Superior to present desirable criteria [9]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 35831 (2019) and Trucks: 11%
Future ADT: 38697 (In 2039 )
RTE I278 over GULF AVENUE: OLD PLACE C (Route: 278)
Num:00000000552305Ax
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 848.6 m = 2784.3 ft
Main Spans: 17 at 53.3 m = 174.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 5.18 m = 17.0 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
I278 NY/NJ BORDER
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Other [C]
Operating: 48.1 metric ton = 52.9 tons (Allowable Stress(AS) [2])
Inventory: 32.7 metric ton = 36.0 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 6.4 km = 4.0 mi
Traffic
ADT: 71662 (2019) and Trucks: 11%
Future ADT: 91569 (In 2039 )
278IX over Gulf Avenue (Route: 278)
Num: 382305Ax
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 848.6 m = 2784.3 ft
Main Spans: 43 at 53.3 m = 174.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Elizabeth [21000]: Union County [039], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
Elizabeth: NJ
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: HL93 [A]
Operating: 57 metric ton = 62.7 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 32.7 metric ton = 36.0 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 6.4 km = 4.0 mi
Traffic
ADT: 72379 (2020) and Trucks: 10%
Future ADT: 88316 (In 2040 )
RTE 278 over ARTHUR KILL (Route: 278)
Num:5523052x
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stayed girder [14]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Other [9]
Bridge Dimensions
Length: 605.3 m = 1986.0 ft
Main Spans: 5 at 274.3 m = 900.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 999.9 m = 3280.7 ft
Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
I278 NJ/NY BORDER
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Other [C]
Operating: 99.9 metric ton = 109.9 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()
Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 35831 (2019) and Trucks: 11%
Future ADT: 45785 (In 2039 )
278 over Arthur Kill (Route: 278)
Num:3823052x
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stayed girder [14]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 604.7 m = 1984.0 ft
Main Spans: 5 at 274.3 m = 900.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 30.18 m = 99.0 ft and Navigational Clearance: 41.8 m = 137.1 ft
Location
Elizabeth [21000]: Union County [039], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
Elizabeth: NJ
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: Greater than HL93 [B]
Operating: 48.9 metric ton = 53.8 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 37.9 metric ton = 41.7 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3.1 km = 1.9 mi
Traffic
ADT: 31440 (2019) and Trucks: 9%
Future ADT: 40873 (In 2039 )
278IX over Gulf Avenue (Route: 278)
Num: 382305Bx
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 850.1 m = 2789.2 ft
Main Spans: 18 at 53.3 m = 174.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 0 = N/A
Location
Elizabeth [21000]: Union County [039], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
Elizabeth: NJ
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Greater than HL93 [B]
Operating: 47.3 metric ton = 52.0 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 36.6 metric ton = 40.3 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Superior to present desirable criteria [9]
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: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 31440 (2019) and Trucks: 9%
Future ADT: 40873 (In 2039 )
RTE I278 over GULF AVENUE: OLD PLACE C (Route: 278)
Num:00000000552305Bx
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 850.1 m = 2789.2 ft
Main Spans: 18 at 53.3 m = 174.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
I278 NJ/NY BORDER
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Other [C]
Operating: 47.3 metric ton = 52.0 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 36.6 metric ton = 40.3 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] 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: 3.2 km = 2.0 mi
Traffic
ADT: 85763 (2014) and Trucks: 9%
Future ADT: 89467 (In 2036 )
278IX over Amboy Avenue (Route: 278)
Num: 382305Dx
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
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): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 576.7 m = 1892.2 ft
Main Spans: 11 at 53.9 m = 176.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Elizabeth [21000]: Union County [039], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
Elizabeth: NJ
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: HL93 [A]
Operating: 48.6 metric ton = 53.5 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 37.6 metric ton = 41.4 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Superior to present desirable criteria [9]
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 72379 (2020) and Trucks: 10%
Future ADT: 88316 (In 2040 )
RTE 278 over S FRONT STREET: BAYWAY I (Route: 278)
Num:00000000552305Dx
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 576.7 m = 1892.2 ft
Main Spans: 11 at 53.9 m = 176.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (3 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 32.68 m = 107.2 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
I278 NJ/NY BORDER
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Other [C]
Operating: 99.9 metric ton = 109.9 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()
Appraisal
Structural: Superior to present desirable criteria [9]
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 71662 (2019) and Trucks: 11%
Future ADT: 91569 (In 2039 )
RTE 278 over S FRONT STREET: BAYWAY I (Route: 278)
Num:00000000552305Cx
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 459.3 m = 1507.0 ft
Main Spans: 9 at 53.9 m = 176.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.2 m = 53.2 ft (4 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
I278 NJ/NY BORDER
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: Other [C]
Operating: 99.9 metric ton = 109.9 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()
Appraisal
Structural: Superior to present desirable criteria [9]
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: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3.2 km = 2.0 mi
Traffic
ADT: 71662 (2019) and Trucks: 11%
Future ADT: 91569 (In 2039 )
SOUTH FIRST STREET over ELIZABETH RIVER (Route: 0)
Num:2004002x
Open: no restriction [A]
Built: 2010, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
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: 32 m = 105.0 ft
Main Spans: 1 at 25.9 m = 85.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10.8 m = 35.4 ft (2 Lanes) and Out-To-Out: 13.5 m = 44.3 ft for a 10.8 m = 35.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Elizabeth [21000]: Union County [039], New Jersey [34]
Owned by County Highway Agency [02], DOT District: 1
1 MI. N. OF I-278
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 48 metric ton = 52.8 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 38.2 metric ton = 42.0 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Superior to present desirable criteria [9] 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:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 3444 (2020) and Trucks: 4%
Future ADT: 4203 (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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