HistoricBridges.org Bridge Locator

Nearby Bridges in NBI 2021: 6

WARLICK BLVD over SALT CREEK (Route: 0)
Num:SL55W00034Rx
Open: no restriction [A]
Built: 1965, Reconstructed: 2017
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 61 m = 200.1 ft
Main Spans: 3 at 24.4 m = 80.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.2 m = 30.2 ft (2 Lanes) and Out-To-Out: 10.9 m = 35.8 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Lincoln [28000]: Lancaster County [109], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 1
SCL LINCOLN

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 43 metric ton = 47.3 tons (Load Factor(LF) [1])
Inventory: 25 metric ton = 27.5 tons (Load Factor(LF) [1])

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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 6260 (2018) and Trucks: 9%
Future ADT: 9390 (In 2038 )

WARLICK BLVD over SALT CREEK (Route: 0)
Num:SL55W00034Lx
Open: no restriction [A]
Built: 1978, 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): Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 61 m = 200.1 ft
Main Spans: 5 at 24.4 m = 80.1 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 12.1 m = 39.7 ft (2 Lanes) and Out-To-Out: 12.6 m = 41.3 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Lincoln [28000]: Lancaster County [109], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 1
SCL LINCOLN

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 58 metric ton = 63.8 tons (Load Factor(LF) [1])
Inventory: 34 metric ton = 37.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: February 2021 [0221] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 6260 (2018) and Trucks: 9%
Future ADT: 9390 (In 2038 )

US77 over ABANDONED CRIP (Route: 77)
Num:S077 05693Rx
Open: no restriction [A]
Built: 1965, Reconstructed: 2019
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: Bituminous [6]

Bridge Dimensions
Length: 54.9 m = 180.1 ft
Main Spans: 3 at 21 m = 68.9 ft
Approach Spans: 0
Skew: 40
Width, Roadway: 11.3 m = 37.1 ft (2 Lanes) and Out-To-Out: 12.1 m = 39.7 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Lancaster County [109], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 1
1S SCL LINCOLN

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 48 metric ton = 52.8 tons (Load Factor(LF) [1])
Inventory: 28 metric ton = 30.8 tons (Load Factor(LF) [1])

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 desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: January 2021 [0121] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 12240 (2018) and Trucks: 9%
Future ADT: 18972 (In 2038 )

WARLICK BLVD over UP/BNSF RR 815-591-J (Route: 0)
Num:SL55W00049Rx
Open: no restriction [A]
Built: 1965, Reconstructed: 2017
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: Bituminous [6]

Bridge Dimensions
Length: 93 m = 305.1 ft
Main Spans: 5 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 33
Width, Roadway: 9.2 m = 30.2 ft (2 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Lincoln [28000]: Lancaster County [109], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 1
SCL LINCOLN

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 42 metric ton = 46.2 tons (Load Factor(LF) [1])
Inventory: 25 metric ton = 27.5 tons (Load Factor(LF) [1])

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: February 2021 [0221] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 6260 (2018) and Trucks: 9%
Future ADT: 9390 (In 2038 )

WARLICK BLVD over UP/BNSF RR 815-591-J (Route: 0)
Num:SL55W00049Lx
Open: no restriction [A]
Built: 1978, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 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: Bituminous [6]

Bridge Dimensions
Length: 93 m = 305.1 ft
Main Spans: 5 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 33
Width, Roadway: 12.1 m = 39.7 ft (2 Lanes) and Out-To-Out: 13 m = 42.7 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Lincoln [28000]: Lancaster County [109], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 1
SCL LINCOLN

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 54 metric ton = 59.4 tons (Load Factor(LF) [1])
Inventory: 33 metric ton = 36.3 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2021 [0221] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 6260 (2018) and Trucks: 9%
Future ADT: 9390 (In 2038 )

US77 over ABANDONDED RR LINE (Route: 77)
Num:S077 05693Lx
Open: no restriction [A]
Built: 1978, Reconstructed: 2019
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 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: Bituminous [6]

Bridge Dimensions
Length: 49.4 m = 162.1 ft
Main Spans: 3 at 18.3 m = 60.0 ft
Approach Spans: 0
Skew: 34
Width, Roadway: 12.1 m = 39.7 ft (2 Lanes) and Out-To-Out: 12.9 m = 42.3 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Lancaster County [109], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 1
1S SCL LINCOLN

Appraisal
Structural: Better than present minimum criteria [7]
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: January 2021 [0121] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 12240 (2018) and Trucks: 9%
Future ADT: 18972 (In 2038 )

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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