S110-E91 CONNECTOR over SR 91 EB


+33.87333, -118.28500
33°52'24" N, 118°17'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:S110-E91 CONNECTOR over SR 91 EB
Structure number:53 2667F
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.0 ft. [45.4 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,960 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201691.4GoodVery GoodVery GoodVery GoodFO26960
May 201490.3FairFairVery GoodGoodFO26960
May 201290.3FairFairVery GoodGoodFO26960
August 201091.4GoodGoodVery GoodGoodFO26960
August 200891.4GoodGoodVery GoodGoodFO26960
November 200691.4GoodGoodVery GoodGoodFO26960
April 200591.4GoodGoodVery GoodGoodFO26960
March 200391.4GoodGoodVery GoodGoodFO26960
April 200191.3GoodGoodVery GoodGoodFO26960
September 199891.3GoodGoodVery GoodGoodFO26960
February 199693.9GoodVery GoodVery GoodVery GoodFO26960
April 199393.9GoodVery GoodVery GoodVery Good-26960
July 199093.9GoodVery GoodVery GoodVery Good-26960