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FIFTH AVENUE over ROUTE 5

Map 

Coordinates:
+32.72278, -117.16000
32°43'22" N, 117°09'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FIFTH AVENUE over ROUTE 5
Structure number:57 0409
Location:11-SD-005-R16.37-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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: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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:17,200 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:77.7 tons [70.6 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201594.3Functionally obsoleteSatisfactoryVery GoodVery Good17200
November 201398.4Not deficientGoodVery GoodGood17200
December 200998.4Not deficientGoodVery GoodGood17200
February 200898.4Not deficientGoodVery GoodGood17200
March 200698.4Not deficientGoodVery GoodGood17200
October 200398.0Not deficientSatisfactoryVery GoodGood20880
October 200198.0Not deficientSatisfactoryVery GoodGood20880
November 199998.0Not deficientGoodVery GoodGood20880
December 199798.0Not deficientGoodVery GoodGood20880
September 199598.4Not deficientGoodVery GoodVery Good20880
November 199198.4Not deficientGoodVery GoodVery Good20880