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91&S110-N&S405 CON over 190TH STREET

Map 

Coordinates:
+33.86167, -118.28500
33°51'42" N, 118°17'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:91&S110-N&S405 CON over 190TH STREET
Structure number:53 0960H
Location:07-LA-110-9.07-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:46.6 ft. [14.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:21°
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 2014 

Status:Open, no restriction [A]
Average daily traffic:29,950 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.2Not deficientGoodVery GoodGood29950
May 201294.2Not deficientGoodVery GoodGood29950
August 201094.2Not deficientGoodVery GoodGood29950
August 200894.2Not deficientGoodVery GoodGood29950
July 200794.2Not deficientGoodVery GoodGood29950
October 200694.2Not deficientGoodVery GoodGood29950
April 200594.2Not deficientGoodVery GoodGood29950
March 200389.6Not deficientGoodVery GoodGood78080
April 200189.6Not deficientGoodVery GoodGood78080
September 199889.6Not deficientGoodVery GoodGood78080
January 199693.1Not deficientVery GoodVery GoodVery Good78080
April 199393.1Not deficientVery GoodVery GoodVery Good78080
June 199093.1Not deficientVery GoodVery GoodVery Good78080