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FILLMORE STREET over UP RR

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FILLMORE STREET over UP RR
Structure number:CSG-F.98-11.59
Location:0.1 MI E OF I-25
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:43.6 ft. [13.3 m]
Total length:123.4 ft. [37.6 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1961
Year reconstructed:1971
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:28,955 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:53.5 tons [48.6 metric tons]
Inventory rating:32.0 tons [29.1 metric tons]
Sufficiency rating:85.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201485.6Not deficientSatisfactorySatisfactorySatisfactory28955
April 201286.0Not deficientSatisfactorySatisfactorySatisfactory27656
April 201086.0Not deficientGoodSatisfactoryGood27656
April 200884.2Not deficientGoodSatisfactoryGood33900