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Nearby Bridges in NBI 2021: 16


I80/RMP 50/RMP 40 over UPRR (Route: 80)
Num:S080 45252x
Open: no restriction [A]
Built: 1962, Reconstructed: 1989
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): Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 93 m = 305.1 ft
Main Spans: 5 at 23.2 m = 76.1 ft
Approach Spans: 2
Skew: 6
Width, Roadway: 65.3 m = 214.2 ft (12 Lanes) and Out-To-Out: 66.8 m = 219.2 ft for a 32 m = 105.0 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: Satisfactory [6]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design:
Operating: 39 metric ton = 42.9 tons (Load Factor(LF) [1])
Inventory: 24 metric ton = 26.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: 176745 (2018) and Trucks: 7%
Future ADT: 212094 (In 2038 )
DAHLMAN AVE over UPRR 816-823-A (Route: 5063)
Num:U1825E5315x
Open: no restriction [A]
Built: 1999, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] 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: 58.2 m = 191.0 ft
Main Spans: 3 at 22.3 m = 73.2 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 10.9 m = 35.8 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
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by Railroad [27], DOT District: 2
OMAHA DAHLMAN @ A
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 67 metric ton = 73.7 tons (Load Factor(LF) [1])
Inventory: 41 metric ton = 45.1 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: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 1999 [399] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 3 km = 1.9 mi
Traffic
ADT: 2908 (2016) and Trucks: 5%
Future ADT: 3008 (In 2036 )
32ND AVE/FAU 5063 over I80/RMP 40/RMP 50 (Route: 5063)
Num:S080 45266x
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] 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: 149.4 m = 490.2 ft
Main Spans: 5 at 37.2 m = 122.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 14.9 m = 48.9 ft for a 12.8 m = 42.0 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
JCT 32ND AVE/I80 OMAHA
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design:
Operating: 67 metric ton = 73.7 tons (Load Factor(LF) [1])
Inventory: 40 metric ton = 44.0 tons (Load Factor(LF) [1])
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: February 2020 [0220] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 5 km = 3.1 mi
Traffic
ADT: 4140 (2010) and Trucks: 0%
Future ADT: 4140 (In 2030 )
36TH STREET over UPRR 816-824-G (Route: 53)
Num:U182505315x
Open: no restriction [A]
Built: 1994, 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 [5] 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: 224.3 m = 735.9 ft
Main Spans: 8 at 37.5 m = 123.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 11.2 m = 36.7 ft for a 7.3 m = 24.0 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 City or Municipal Highway Agency [04], DOT District: 2
OMAHA 36TH @ D
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 74 metric ton = 81.4 tons (Load Factor(LF) [1])
Inventory: 44 metric ton = 48.4 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: Better than present minimum criteria [7]
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 km = 1.9 mi
Traffic
ADT: 2000 (2015) and Trucks: 1%
Future ADT: 2100 (In 2035 )
36TH ST over I80 (Route: 0)
Num:S080 45231x
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
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: Other [9] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 90.2 m = 295.9 ft
Main Spans: 2 at 45.4 m = 149.0 ft
Approach Spans: 0
Skew: 13
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 11.1 m = 36.4 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
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: 51 metric ton = 56.1 tons (Load Factor(LF) [1])
Inventory: 30 metric ton = 33.0 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: 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: 5 km = 3.1 mi
Traffic
ADT: 3000 (2003) and Trucks: 10%
Future ADT: 3750 (In 2028 )
EB-I80 over I480 NB (Route: 80)
Num:S080 45283Rx
Open: no restriction [A]
Built: 1990, 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): Steel [3] 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: 48.5 m = 159.1 ft
Main Spans: 1 at 47.5 m = 155.8 ft
Approach Spans: 0
Skew: 50
Width, Roadway: 18.5 m = 60.7 ft (3 Lanes) and Out-To-Out: 19.3 m = 63.3 ft for a 17.7 m = 58.1 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
GROVER ST INTRCHG
Condition
Deck: Satisfactory [6]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design:
Operating: 90 metric ton = 99.0 tons (Load Factor(LF) [1])
Inventory: 56 metric ton = 61.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
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: March 2020 [0320] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 176745 (2018) and Trucks: 7%
Future ADT: 212094 (In 2038 )
F ST/FAU 5030 over BNSF RR 074-707-J (Route: 5030)
Num:U182542615x
Open: no restriction [A]
Built: 1995, 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): 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: 43.9 m = 144.0 ft
Main Spans: 3 at 21.9 m = 71.9 ft
Approach Spans: 0
Skew: 42
Width, Roadway: 9.1 m = 29.9 ft (2 Lanes) and Out-To-Out: 11.8 m = 38.7 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
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 2
OMAHA F @ 34TH
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 91 metric ton = 100.1 tons (Load Factor(LF) [1])
Inventory: 54 metric ton = 59.4 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: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] 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: 4228 (2012) and Trucks: 1%
Future ADT: 5228 (In 2032 )
F ST/FAU 5030 over BNSF RR 074-708-R (Route: 5030)
Num:U182542620x
Open: no restriction [A]
Built: 1995, 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): Steel [3] 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: 14.3 m = 46.9 ft
Main Spans: 1 at 14 m = 45.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.1 m = 29.9 ft (2 Lanes) and Out-To-Out: 11.8 m = 38.7 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
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by City or Municipal Highway Agency [04], DOT District: 2
OMAHA F @ DAHLMAN
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 90 metric ton = 99.0 tons (Load Factor(LF) [1])
Inventory: 58 metric ton = 63.8 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: April 1999 [499] 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: 4228 (2012) and Trucks: 5%
Future ADT: 5228 (In 2032 )
WB-I80 over I480 NB (Route: 80)
Num:S080 45283Lx
Open: no restriction [A]
Built: 1990, Reconstructed: 2013
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 [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]
Bridge Dimensions
Length: 39.9 m = 130.9 ft
Main Spans: 1 at 39 m = 128.0 ft
Approach Spans: 0
Skew: 50
Width, Roadway: 19.5 m = 64.0 ft (2 Lanes) and Out-To-Out: 20.4 m = 66.9 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
GROVER ST INTRCHG
Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design:
Operating: 76 metric ton = 83.6 tons (Load Factor(LF) [1])
Inventory: 45 metric ton = 49.5 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
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: March 2020 [0320] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 176745 (2018) and Trucks: 7%
Future ADT: 212094 (In 2038 )
F ST/FAU 5030 over UPRR 817-392-N (Route: 5030)
Num:U182542625x
Open: no restriction [A]
Built: 1982, 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: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 257.6 m = 845.2 ft
Main Spans: 7 at 43.6 m = 143.1 ft
Approach Spans: 0
Skew: 21
Width, Roadway: 9.1 m = 29.9 ft (2 Lanes) and Out-To-Out: 11.7 m = 38.4 ft for a 9.1 m = 29.9 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 F @ BUCKINGHAM
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 37 metric ton = 40.7 tons (Load Factor(LF) [1])
Inventory: 22 metric ton = 24.2 tons (Load Factor(LF) [1])
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: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] 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: 7254 (2012) and Trucks: 10%
Future ADT: 8254 (In 2032 )
EB-I80 over BNSF/UPRR 816-822-T (Route: 80)
Num:S080 45298Rx
Open: no restriction [A]
Built: 1989, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] 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: 178 m = 584.0 ft
Main Spans: 6 at 37.5 m = 123.0 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 17.7 m = 58.1 ft (3 Lanes) and Out-To-Out: 18.4 m = 60.4 ft for a 17.7 m = 58.1 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 0 = N/A
Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
GROVER ST INTRCHG #2
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
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: 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: March 2020 [0320] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 99.9 km = 61.9 mi
Traffic
ADT: 176745 (2018) and Trucks: 7%
Future ADT: 212094 (In 2038 )
WB-I80 over BNSF/UPRR 816-822-T (Route: 80)
Num:S080 45298Lx
Open: no restriction [A]
Built: 1989, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] 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: 178 m = 584.0 ft
Main Spans: 6 at 37.5 m = 123.0 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 17.7 m = 58.1 ft (2 Lanes) and Out-To-Out: 18.4 m = 60.4 ft for a 14 m = 45.9 ft approaching roadway.
Vertical Clearance: 5.08 m = 16.7 ft and Navigational Clearance: 0 = N/A
Location
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
GROVER ST INTRCHG #1
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
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: Equal to present desirable criteria [8]
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: March 2020 [0320] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 99.9 km = 61.9 mi
Traffic
ADT: 176745 (2018) and Trucks: 7%
Future ADT: 212094 (In 2038 )
EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T (Route: 80)
Num:S080 45301x
Open: no restriction [A]
Built: 1992, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] 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: 285.9 m = 938.0 ft
Main Spans: 8 at 42.4 m = 139.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10.4 m = 34.1 ft (1 Lanes) and Out-To-Out: 11.1 m = 36.4 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
Omaha [37000]: Douglas County [055], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 2
GROVER ST INTRCHG
Condition
Deck: Satisfactory [6]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design:
Operating: 52 metric ton = 57.2 tons (Load Factor(LF) [1])
Inventory: 31 metric ton = 34.1 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: March 2020 [0320] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 176745 (2018) and Trucks: 7%
Future ADT: 212094 (In 2038 )
NB-I480 over I-480 RMP 40 (Route: 480)
Num:S480 00019Rx
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
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: Bituminous [6]
Bridge Dimensions
Length: 35.1 m = 115.2 ft
Main Spans: 1 at 34.1 m = 111.9 ft
Approach Spans: 0
Skew: 56
Width, Roadway: 19 m = 62.3 ft (2 Lanes) and Out-To-Out: 19.8 m = 65.0 ft for a 27.1 m = 88.9 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
GROVER ST INTRCHG
Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 62 metric ton = 68.2 tons (Load Factor(LF) [1])
Inventory: 37 metric ton = 40.7 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: March 2021 [0321] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 117005 (2018) and Trucks: 5%
Future ADT: 152107 (In 2038 )
VINTON STREET over I480/RAMP 40/RAMP 50 (Route: 5036)
Num:S480 00022x
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
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 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: 176.5 m = 579.1 ft
Main Spans: 5 at 42.7 m = 140.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.3 m = 30.5 ft (2 Lanes) and Out-To-Out: 12.2 m = 40.0 ft for a 9.1 m = 29.9 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
IN OMAHA
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 58 metric ton = 63.8 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: 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: March 2021 [0321] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 4500 (2010) and Trucks: 0%
Future ADT: 4600 (In 2033 )
SB-I480 over I-480 RAMP 40 (Route: 480)
Num:S480 00019Lx
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
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: Bituminous [6]
Bridge Dimensions
Length: 35.1 m = 115.2 ft
Main Spans: 1 at 34.1 m = 111.9 ft
Approach Spans: 0
Skew: 56
Width, Roadway: 15.6 m = 51.2 ft (2 Lanes) and Out-To-Out: 16.3 m = 53.5 ft for a 27.1 m = 88.9 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
GROVER ST INTRCHG
Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 41 metric ton = 45.1 tons (Load Factor(LF) [1])
Inventory: 24 metric ton = 26.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: March 2021 [0321] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 117005 (2018) and Trucks: 5%
Future ADT: 152107 (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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