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Q ST/FAU 5026 over BNSF RR 074-717-P

Map 

Coordinates:
+41.20556, -95.97724
41°12'20" N, 95°58'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Q ST/FAU 5026 over BNSF RR 074-717-P
Structure number:U182522835
Location:OMAHA Q @ 42ND
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:18,224 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201543.8Structurally deficientFairPoorPoor18224
May 201343.8Structurally deficientFairPoorPoor7600
August 201149.4Structurally deficientFairPoorPoor13200
April 200950.1Structurally deficientFairPoorPoor13867
June 200763.0Structurally deficientFairPoorPoor13867
October 200563.4Structurally deficientFairPoorFair12700
August 200363.4Structurally deficientFairPoorFair12700
October 200178.8Not deficientFairFairFair18700
September 199983.1Not deficientSatisfactorySatisfactoryFair17600
September 199783.5Not deficientSatisfactorySatisfactoryFair13800
September 199583.9Not deficientSatisfactorySatisfactoryFair12000
October 199384.0Not deficientSatisfactorySatisfactoryFair11500
July 199180.7Not deficientGoodSatisfactoryFair14700