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EL CAJON BLVD over INTERSTATE 805

Map 

Coordinates:
+32.75500, -117.12333
32°45'18" N, 117°07'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EL CAJON BLVD over INTERSTATE 805
Structure number:57 0617
Location:11-SD-805-16.43-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1970
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:27,110 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,146,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201473.6Functionally obsoleteVery GoodGoodVery Good27110
October 201287.2Not deficientSatisfactoryGoodGood27110
December 201087.2Not deficientSatisfactoryGoodGood27110
November 200887.2Not deficientSatisfactoryGoodGood27110
November 200687.2Not deficientSatisfactoryGoodGood27110
November 200487.8Not deficientSatisfactoryGoodGood21000
November 200287.8Not deficientSatisfactoryVery GoodGood21000
October 200087.8Not deficientGoodVery GoodGood21000
November 199887.8Not deficientGoodVery GoodGood21000
October 199688.3Not deficientVery GoodVery GoodVery Good21000
December 199488.3Not deficientVery GoodVery GoodVery Good21000
September 199088.3Not deficientVery GoodVery GoodVery Good21000