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10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T

Map 

Coordinates:
+41.25278, -95.92928
41°15'10" N, 95°55'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T
Structure number:U1825Q5505
Location:OMAHA 10TH @ LEAVENWORTH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:134.8 ft. [41.1 m]
Total length:1321.9 ft. [402.9 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:17°
Owner:Railroad [27]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2006]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.5

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:8,400 [as of 1998]
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:21.8 tons [19.8 metric tons]
Inventory rating:6.9 tons [6.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:29.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,930,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:8,700 [as of 1990]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:18.4 tons [16.7 metric tons]
Inventory rating:7.5 tons [6.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,531,000