USH41SB/USH45SB/ST over STH 145

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


Name:USH41SB/USH45SB/ST over STH 145
Structure number:B40039600000000
Location:2.5M S JCT STH74 TO E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.6 ft. [32.8 m]
Total length:343.5 ft. [104.7 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 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:46,500 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:70.1 tons [63.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201489.1Not deficientSatisfactoryVery GoodGood46500
April 201289.1Not deficientGoodVery GoodVery Good46500
April 201084.5Not deficientGoodVery GoodVery Good41700
April 200885.1Not deficientGoodVery GoodVery Good38740
May 200685.1Not deficientGoodVery GoodGood38740
June 200485.1Not deficientGoodVery GoodVery Good38740
September 200285.1Not deficientGoodVery GoodVery Good38740
December 200094.0Not deficientVery GoodVery GoodVery Good-