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10TH ST/FAU 5103 over I80/EB AND WB RAMPS

Map 

Coordinates:
+41.23002, -95.92948
41°13'48" N, 95°55'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:10TH ST/FAU 5103 over I80/EB AND WB RAMPS
Structure number:S080 45433
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:147.0 ft. [44.8 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1995
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:2
Main spans material:Steel continuous [4]
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]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:2,610 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.8 tons [87.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201679.8Functionally obsoleteGoodVery GoodVery Good2610
February 201479.8Functionally obsoleteVery GoodVery GoodVery Good2610
January 201281.9Functionally obsoleteVery GoodVery GoodVery Good2900
March 201081.9Functionally obsoleteVery GoodVery GoodVery Good2900
March 200881.9Functionally obsoleteVery GoodVery GoodVery Good3000
March 200681.9Functionally obsoleteExcellentExcellentExcellent3100
September 200481.8Functionally obsoleteExcellentExcellentExcellent3700
April 200281.9Not deficientExcellentExcellentExcellent3300
July 200081.8Not deficientExcellentExcellentExcellent4200
20000.0Not applicable---1500
August 199881.8Not deficientExcellentExcellentExcellent4200
August 199681.8Not deficientExcellentExcellentExcellent4200
February 199584.5Not deficientExcellentExcellentExcellent3730
October 199487.6Structurally deficientSeriousGoodSatisfactory3800
September 199287.6Structurally deficientSeriousGoodSatisfactory3800
August 199088.6Structurally deficientSeriousGoodGood3800