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W210-W118 CONNECTO over ROUTE 210, PAXTON, FOOTH

Map 

Coordinates:
+34.28667, -118.40333
34°17'12" N, 118°24'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W210-W118 CONNECTO over ROUTE 210, PAXTON, FOOTH
Structure number:53 2104F
Location:07-LA-210-R6.08-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:187.0 ft. [57.0 m]
Total length:1556.2 ft. [474.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1975
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:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:25,900 [as of 1998]
Truck traffic:14% of total traffic
Deck condition:Good [7 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: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:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201493.5Not deficientGoodVery GoodVery Good25900
August 201293.5Not deficientGoodGoodGood25900
August 201093.5Not deficientSatisfactoryGoodGood25900
August 200893.5Not deficientSatisfactoryGoodGood25900
November 200693.5Not deficientSatisfactoryGoodGood25900
October 200295.6Not deficientSatisfactoryGoodGood25900
November 200090.4Functionally obsoleteFairGoodGood25900
20000.0Not applicable---72000
October 199891.5Functionally obsoleteSatisfactoryGoodGood25900
December 199693.5Functionally obsoleteSatisfactoryGoodGood25900
November 199495.1Functionally obsoleteVery GoodVery GoodVery Good11800
November 199295.1Functionally obsoleteVery GoodVery GoodVery Good11800
March 199195.1Functionally obsoleteVery GoodVery GoodVery Good11800