38TH ST over DEAD MANS RUN (Route: 0)
Num:S006 31703Ax
Posted for load [P]
Built: 1971, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel [3] 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: 39.9 m = 130.9 ft
Main Spans: 1 at 24.4 m = 80.1 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 6 m = 19.7 ft (2 Lanes) and Out-To-Out: 6.2 m = 20.3 ft for a 7.9 m = 25.9 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 Other State Agencies [21], DOT District: 1
38TH ST ON EAST CAMPUS

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design:
Operating: 15 metric ton = 16.5 tons (Load Factor(LF) [1])
Inventory: 9 metric ton = 9.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
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: March 2020 [0320] 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: 1200 (2003) and Trucks: 10%
Future ADT: 1740 (In 2033 )

HUNTINGTON AVE over DEAD MANS RUN (Route: 5246)
Num:U1425E3010x
Open: no restriction [A]
Built: 1972, 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): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 35.7 m = 117.1 ft
Main Spans: 3 at 13.7 m = 44.9 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 18.6 m = 61.0 ft (4 Lanes) and Out-To-Out: 23.6 m = 77.4 ft for a 19.8 m = 65.0 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
LINCOLN HUNTINGTON @ 35TH

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 52 metric ton = 57.2 tons (Load Factor(LF) [1])
Inventory: 31 metric ton = 34.1 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Better than present minimum criteria [7]
Waterway: Better than present minimum criteria [7] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: December 1999 [1299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 6280 (2016) and Trucks: 1%
Future ADT: 8000 (In 2036 )

N 33RD ST/FAU 5233 over DEAD MANS RUN (Route: 5233)
Num:U1425G2515x
Open: no restriction [A]
Built: 1957, 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): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 15.5 m = 50.9 ft
Main Spans: 1 at 11 m = 36.1 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 9.8 m = 32.2 ft (3 Lanes) and Out-To-Out: 21 m = 68.9 ft for a 9.8 m = 32.2 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
LINCOLN 33RD @ BALDWIN

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 33 metric ton = 36.3 tons ()
Inventory: 22 metric ton = 24.2 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
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: October 1999 [1099] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 4 km = 2.5 mi
Traffic
ADT: 10670 (2017) and Trucks: 1%
Future ADT: 12000 (In 2037 )