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WASHINGTON STREET over ROUTE 163

Map 

Coordinates:
+32.75028, -117.15528
32°45'01" N, 117°09'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASHINGTON STREET over ROUTE 163
Structure number:57 0220
Location:11-SD-163-2.75-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:296.9 ft. [90.5 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:29,356 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,694,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201577.6Functionally obsoleteSatisfactoryFairGood29356
March 201377.6Functionally obsoleteSatisfactoryFairGood29356
April 201177.6Functionally obsoleteSatisfactoryFairGood29356
April 200989.1Functionally obsoleteGoodSatisfactoryGood29356
June 200789.1Functionally obsoleteSatisfactoryGoodGood29356
July 200589.1Functionally obsoleteSatisfactorySatisfactoryGood29356
July 200387.7Functionally obsoleteSatisfactoryGoodGood42840
September 200187.7Functionally obsoleteSatisfactoryGoodGood42840
June 199982.4Structurally deficientSeriousGoodGood42840
June 199782.4Structurally deficientSeriousGoodSatisfactory42840
June 199588.6Functionally obsoleteGoodGoodGood42840
July 199186.9Functionally obsoleteGoodGoodGood64260