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US275/N92 over BNSF/ST/MO R 074-670-W

Map

Coordinates:
+41.21142, -95.92745
41°12'41" N, 95°55'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US275/N92 over BNSF/ST/MO R 074-670-W
Structure number:S275 19041
Location:ECL OMAHA
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:624.0 ft. [190.2 m]
Total length:4300.1 ft. [1310.6 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,265 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:71.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201571.0GoodGoodGoodGood-9265
September 201371.0GoodVery GoodGoodGood-9265
March 201380.1GoodGoodGoodGood-9265
September 201087.2GoodVery GoodExcellentVery Good-6945
September 20082.0PoorPoorPoorPoorSD7690
October 20072.0PoorPoorPoorPoorSD6550
July 20062.0PoorPoorPoorPoorSD6550
December 200542.2FairFairSatisfactorySatisfactoryFO8575
July 200142.2FairFairSatisfactorySatisfactoryFO8800
July 200042.2FairFairSatisfactorySatisfactoryFO10600
June 199842.2FairFairSatisfactorySatisfactory-10600
May 199754.6FairFairSatisfactorySatisfactory-7750
August 199553.8FairSatisfactorySatisfactorySatisfactory-7750
July 199364.3FairSatisfactorySatisfactorySatisfactory-6660
July 199260.2GoodVery GoodVery GoodVery Good-5635
July 199157.2FairSatisfactorySatisfactorySatisfactory-5635