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11th Street over CSXT RR & D Street,

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

Facts 

Name:11th Street over CSXT RR & D Street,
Structure number:0516
Location:11th St over CSXT RR.
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.9 ft. [20.1 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2010
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:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:98.8 tons [89.8 metric tons]
Inventory rating:69.9 tons [63.5 metric tons]
Sufficiency rating:77.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201577.0Not deficientGoodGoodSatisfactory10300
January 201379.0Not deficientGoodGoodSatisfactory10300
December 201079.0Not deficientGoodGoodSatisfactory10300
June 200862.0Structurally deficientPoorFairFair10300
July 200632.0Structurally deficientPoorSeriousFair9500
October 200332.0Structurally deficientPoorSeriousFair9500
February 200148.0Structurally deficientFairPoorSatisfactory9500
September 199849.0Structurally deficientSatisfactoryPoorSatisfactory9500
November 199649.0Structurally deficientSatisfactoryPoorSatisfactory9500
August 199360.0Structurally deficientPoorFairSatisfactory9500
November 199060.0Structurally deficientPoorFairSatisfactory9500