N55-W91 CONNECTOR over SR 55 & 55-91 FAST-TRACK


+33.84333, -117.82667
33°50'36" N, 117°49'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N55-W91 CONNECTOR over SR 55 & 55-91 FAST-TRACK
Structure number:55 0321G
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:111.9 ft. [34.1 m]
Total length:389.1 ft. [118.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,740 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
Scour condition:Bridge not over waterway. [N]
Operating rating:41.4 tons [37.6 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,071,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201663.9FairVery GoodSatisfactoryGoodFO29740
May 201467.4FairSatisfactorySatisfactoryGoodFO29740
April 201266.2FairFairGoodGoodFO29740
April 201066.2FairFairGoodGoodFO29740
April 200866.2FairFairGoodGoodFO29740
June 200667.0FairFairGoodGoodFO34600
November 200464.7PoorPoorGoodGoodSD34600
November 200164.7PoorPoorGoodGoodSD34600
December 200069.4FairFairGoodGoodFO34600
September 199670.5FairSatisfactoryGoodGoodFO34600
September 199474.3GoodVery GoodVery GoodVery Good-34600
August 199275.8GoodVery GoodVery GoodVery Good-27000