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CHARLOTTE STREET over CHARLOTTE ST OH (SPTCO)

Map

Coordinates:
+34.05702, -118.20336
34°03'25" N, 118°12'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2015FairSatisfactorySatisfactoryGood588977.3
June 2013FairSatisfactoryGoodGood588977.3
June 2011FairSatisfactoryGoodGood588977.3
July 2009FairSatisfactoryGoodSatisfactory70086.4
March 2009FairSatisfactoryGoodSatisfactory70086.4
April 2005FairSatisfactoryGoodGood70084.4
May 2001GoodGoodGoodGood70086.4
June 1999GoodGoodGoodGood70086.4
September 1997GoodGoodGoodGood70086.4
April 1995GoodVery GoodVery GoodVery Good70085.9
February 1993GoodVery GoodVery GoodVery Good70085.9
February 1991GoodVery GoodVery GoodVery Good70085.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.2421300
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6161000
Steel Protective Coatingsq. ft.3030000
Deck
Reinforced Concrete Slabsq. ft.241024100