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USH41NB-USH45NB-ST over STH 145

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

Facts 

Name:USH41NB-USH45NB-ST over STH 145
Structure number:B40039500000000
Location:0.2M N JCT CTHPP
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:103.7 ft. [31.6 m]
Total length:331.1 ft. [100.9 m]
Roadway width between curbs:82.7 ft. [25.2 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built:2000
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:4
Main spans material:Prestressed concrete [5]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:35,800 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:91.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201491.1Not deficientGoodVery GoodGood35800
April 201291.1Not deficientGoodVery GoodVery Good35800
April 201090.4Not deficientGoodGoodGood39800
April 200891.3Not deficientGoodGoodVery Good35010
May 200691.3Not deficientGoodGoodGood35010
June 200491.3Not deficientGoodGoodGood35010
September 200291.3Not deficientGoodVery GoodVery Good35010
October 200089.8Not deficientVery GoodVery GoodVery Good38800