WB-US34/SB-US281 over M CH PLATTE RIVER (Route: 34)
Num:S034 22706Lx
Open: no restriction [A]
Built: 1960, Reconstructed: 1990
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): 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: 101.2 m = 332.0 ft
Main Spans: 6 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 11.9 m = 39.0 ft (2 Lanes) and Out-To-Out: 12.6 m = 41.3 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]: Hall County [079], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 4
4S GRAND ISLAND

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 80 metric ton = 88.0 tons (Load Factor(LF) [1])
Inventory: 45 metric ton = 49.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
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: August 1999 [899] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 15355 (2018) and Trucks: 17%
Future ADT: 23033 (In 2038 )

EB-US34/NB-US281 over M CH PLATTE RIVER (Route: 34)
Num:S034 22706Rx
Open: no restriction [A]
Built: 1976, Reconstructed: 2002
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): Prestressed concrete [5] 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: 101.5 m = 333.0 ft
Main Spans: 6 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 12 m = 39.4 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]: Hall County [079], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 4
4S GRAND ISLAND

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 61 metric ton = 67.1 tons (Load Factor(LF) [1])
Inventory: 36 metric ton = 39.6 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 desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] and Frequency: 48

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 15355 (2018) and Trucks: 17%
Future ADT: 23033 (In 2038 )

WB-US34/SB-US281 over M CH PLATTE RIVER (Route: 34)
Num:S034 22682Lx
Open: no restriction [A]
Built: 1960, Reconstructed: 2001
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 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: 84.4 m = 276.9 ft
Main Spans: 5 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 15
Width, Roadway: 13 m = 42.7 ft (2 Lanes) and Out-To-Out: 13.7 m = 44.9 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]: Hall County [079], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 4
5S GRAND ISLAND

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 77 metric ton = 84.7 tons (Load Factor(LF) [1])
Inventory: 46 metric ton = 50.6 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: Equal to present desirable criteria [8] 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: 2 km = 1.2 mi
Traffic
ADT: 15355 (2018) and Trucks: 17%
Future ADT: 23033 (In 2038 )

EB-US34/NB-US281 over M CH PLATTE RIVER (Route: 34)
Num:S034 22682Rx
Open: no restriction [A]
Built: 1976, 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: Low slump Concrete [4]

Bridge Dimensions
Length: 84.7 m = 277.9 ft
Main Spans: 5 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 15
Width, Roadway: 12 m = 39.4 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]: Hall County [079], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 4
5S GRAND ISLAND

Condition
Deck: Satisfactory [6]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 63 metric ton = 69.3 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: Better than present minimum criteria [7]
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: August 1999 [899] and Frequency: 48

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 15355 (2018) and Trucks: 17%
Future ADT: 23033 (In 2038 )

NB-US34/US281 over I80 (Route: 34)
Num:S080 31211x
Open: no restriction [A]
Built: 1962, Reconstructed: 1998
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): Prestressed concrete continuous [6] 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: 78.3 m = 256.9 ft
Main Spans: 2 at 39.3 m = 128.9 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 15.3 m = 50.2 ft (3 Lanes) and Out-To-Out: 16 m = 52.5 ft for a 10.7 m = 35.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Hall County [079], Nebraska [31]
Owned by State Highway Agency [01], DOT District: 4
HASTINGS INTRCHG

Condition
Deck: Very Good [8]
Superstructure: Excellent [9]
Substructure: Very Good [8]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 56 metric ton = 61.6 tons (Load Factor(LF) [1])
Inventory: 34 metric ton = 37.4 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: August 1999 [899] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 4920 (2018) and Trucks: 9%
Future ADT: 7872 (In 2038 )