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USH41SB/USH45SB/ST over STH 145 (124 TH STREET)

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

Facts 

Name:USH41SB/USH45SB/ST over STH 145 (124 TH STREET)
Structure number:B40039800000000
Location:1.8M S JCT STH74 TO E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:126.6 ft. [38.6 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:44°
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:2
Main spans material:Prestressed concrete continuous [6]
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:41,150 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:86.2 tons [78.4 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.2Not deficientGoodGoodVery Good41150
April 201295.4Not deficientGoodGoodVery Good32900
April 201095.4Not deficientGoodGoodVery Good32900
April 200894.6Not deficientGoodGoodVery Good38740
April 200690.3Not deficientSatisfactoryGoodGood38740
May 200490.3Not deficientSatisfactoryGoodVery Good38740
September 200290.3Not deficientSatisfactoryGoodVery Good38740
December 2000100.0Not deficientVery GoodVery GoodVery Good-