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CHARLOTTE STREET over CHARLOTTE ST OH (SPTCO)

Map 

Coordinates:
+34.05694, -118.20333
34°03'25" N, 118°12'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHARLOTTE STREET over CHARLOTTE ST OH (SPTCO)
Structure number:53C1058
Location:BTW SOTO ST/CORNWELL ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:5,889 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$603,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201577.3Functionally obsoleteSatisfactorySatisfactoryGood5889
June 201377.3Functionally obsoleteSatisfactoryGoodGood5889
June 201177.3Functionally obsoleteSatisfactoryGoodGood5889
July 200986.4Not deficientSatisfactoryGoodSatisfactory700
March 200986.4Not deficientSatisfactoryGoodSatisfactory700
April 200584.4Not deficientSatisfactoryGoodGood700
May 200186.4Not deficientGoodGoodGood700
June 199986.4Not deficientGoodGoodGood700
September 199786.4Not deficientGoodGoodGood700
April 199585.9Not deficientVery GoodVery GoodVery Good700
February 199385.9Not deficientVery GoodVery GoodVery Good700
February 199185.8Not deficientVery GoodVery GoodVery Good700