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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:16.4 ft. [5.0 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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:11.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201511.0Structurally deficientFairFairPoor5022
August 201311.0Structurally deficientFairFairPoor5022
August 201111.0Structurally deficientFairFairPoor5022
August 200911.0Structurally deficientFairFairPoor5022
March 200931.5Functionally obsoleteSatisfactoryFairFair5022
August 200731.5Functionally obsoleteSatisfactoryFairFair5022
August 200531.2Functionally obsoleteSatisfactoryFairFair5022
September 200331.2Functionally obsoleteSatisfactoryFairFair5022
September 200131.2Functionally obsoleteSatisfactoryFairFair5022
September 199931.2Functionally obsoleteSatisfactoryFairFair5022
September 199731.2Functionally obsoleteSatisfactorySatisfactoryFair5022
September 199561.6Functionally obsoleteSatisfactorySatisfactoryFair5022
September 199363.6Functionally obsoleteGoodFairFair5022
September 199163.6Functionally obsoleteGoodFairFair5022