HistoricBridges.org Bridge Locator

Nearby Bridges in NBI 2021: 7

Q ST over EBG AVE /UPRR 817-369R (Route: 5026)
Num:U182522840x
Open: no restriction [A]
Built: 2020, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
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: 169.8 m = 557.1 ft
Main Spans: 4 at 47.2 m = 154.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14 m = 45.9 ft (4 Lanes) and Out-To-Out: 21.7 m = 71.2 ft for a 15.2 m = 49.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 2
OMAHA Q @ 26TH

Condition
Deck: Very Good [8]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design: M 18 / H 20 [4]
Operating: 45 metric ton = 49.5 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 35 metric ton = 38.5 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 5 km = 3.1 mi
Traffic
ADT: 19800 (2010) and Trucks: 0%
Future ADT: 24000 (In 2033 )

O STREET over US75 (Route: 0)
Num:S075 08682x
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: 0.1 Miles (0.2 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: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 72.2 m = 236.9 ft
Main Spans: 2 at 39 m = 128.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 15.2 m = 49.9 ft (4 Lanes) and Out-To-Out: 19.5 m = 64.0 ft for a 15.8 m = 51.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
IN OMAHA

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design:
Operating: 42 metric ton = 46.2 tons (Load Factor(LF) [1])
Inventory: 24 metric ton = 26.4 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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 1500 (2003) and Trucks: 10%
Future ADT: 1875 (In 2033 )

Q ST/FAU 5026 over US75 (Route: 5026)
Num:S075 08663x
Open: no restriction [A]
Built: 1978, Reconstructed: 2014
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] 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: 64.6 m = 212.0 ft
Main Spans: 2 at 36.9 m = 121.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 18.3 m = 60.0 ft (4 Lanes) and Out-To-Out: 22.6 m = 74.2 ft for a 18.9 m = 62.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
KENNEDY EXP/Q ST INTRCHG

Condition
Deck: Satisfactory [6]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 46 metric ton = 50.6 tons (Load Factor(LF) [1])
Inventory: 27 metric ton = 29.7 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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 12600 (2010) and Trucks: 0%
Future ADT: 12400 (In 2033 )

US275 over US75 (Route: 275)
Num:S275 18910x
Posted for other load-capacity restriction [R]
Built: 1969, Reconstructed: 1988
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 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: Low slump Concrete [4]

Bridge Dimensions
Length: 64 m = 210.0 ft
Main Spans: 2 at 33.5 m = 109.9 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 28 m = 91.9 ft (6 Lanes) and Out-To-Out: 29.3 m = 96.1 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
KENNEDY EXP/L ST INTRCHG

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 59 metric ton = 64.9 tons (Load Factor(LF) [1])
Inventory: 35 metric ton = 38.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 19820 (2018) and Trucks: 6%
Future ADT: 27748 (In 2038 )

US275/N92 over UPRR/STOCKYDS 817-393-V (Route: 275)
Num:S275 18888x
Open: no restriction [A]
Built: 1968, Reconstructed: 2012
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 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: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 378.6 m = 1242.2 ft
Main Spans: 18 at 40.8 m = 133.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 23.2 m = 76.1 ft (4 Lanes) and Out-To-Out: 27.4 m = 89.9 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
1W MISSOURI RIVER BRG

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design:
Operating: 44 metric ton = 48.4 tons (Load Factor(LF) [1])
Inventory: 26 metric ton = 28.6 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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 19820 (2018) and Trucks: 6%
Future ADT: 27748 (In 2038 )

US75 over J ST (Route: 75)
Num:S075 08730Rx
Open: no restriction [A]
Built: 1970, Reconstructed: 2007
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Dimensions
Length: 56.4 m = 185.0 ft
Main Spans: 3 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 26
Width, Roadway: 16.8 m = 55.1 ft (3 Lanes) and Out-To-Out: 17.5 m = 57.4 ft for a 16.8 m = 55.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
IN OMAHA

Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 45 metric ton = 49.5 tons (Load Factor(LF) [1])
Inventory: 26 metric ton = 28.6 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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 85640 (2018) and Trucks: 3%
Future ADT: 115614 (In 2038 )

US75 over J ST (Route: 75)
Num:S075 08730Lx
Open: no restriction [A]
Built: 1970, Reconstructed: 2007
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Dimensions
Length: 56.4 m = 185.0 ft
Main Spans: 3 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 26
Width, Roadway: 19.5 m = 64.0 ft (3 Lanes) and Out-To-Out: 20.2 m = 66.3 ft for a 19.5 m = 64.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
IN OMAHA

Condition
Deck: Poor [4]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 48 metric ton = 52.8 tons (Load Factor(LF) [1])
Inventory: 29 metric ton = 31.9 tons (Load Factor(LF) [1])

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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