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WEST CARSON ST over CHARTIERS CREEK

Map

Coordinates:
+40.46498, -80.05361
40°27'54" N, 80°03'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST CARSON ST over CHARTIERS CREEK
Structure number:000000000002403
Old structure number:027301000030210 (from 1992 edition)
Location:301021 AT MCKEES ROCKS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:140.1 ft. [42.7 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:5,022 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:11.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201511.0PoorFairFairPoorSD5022
August 201311.0PoorFairFairPoorSD5022
August 201111.0PoorFairFairPoorSD5022
August 200911.0PoorFairFairPoorSD5022
March 200931.5FairSatisfactoryFairFairFO5022
August 200731.5FairSatisfactoryFairFairFO5022
August 200531.2FairSatisfactoryFairFairFO5022
September 200331.2FairSatisfactoryFairFairFO5022
September 200131.2FairSatisfactoryFairFairFO5022
September 199931.2FairSatisfactoryFairFairFO5022
September 199731.2FairSatisfactorySatisfactoryFairFO5022
September 199561.6FairSatisfactorySatisfactoryFairFO5022
September 199363.6FairGoodFairFairFO5022
September 199163.6FairGoodFairFairFO5022