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EADS ST over BRANCH OF BECKS RUN CRK

Map 

Coordinates:
+40.41231, -79.96844
40°24'44" N, 79°58'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EADS ST over BRANCH OF BECKS RUN CRK
Structure number:000000000002407
Old structure number:027301000030270 (from 1992 edition)
Location:301027 OFF PARKWOOD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:12.5 ft. [3.8 m]
Deck width edge-to-edge:12.5 ft. [3.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2005]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:74.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201574.4Not deficientGoodGoodSatisfactory50
July 201372.4Not deficientGoodGoodSatisfactory50
July 201172.4Not deficientVery GoodVery GoodSatisfactory50
July 200972.4Not deficientVery GoodVery GoodSatisfactory50
March 200972.4Not deficientVery GoodVery GoodSatisfactory50
July 200772.4Not deficientVery GoodVery GoodSatisfactory50
July 200573.4Not deficientVery GoodVery GoodSatisfactory50
July 200373.4Not deficientVery GoodVery GoodGood50
July 200273.4Not deficientExcellentExcellentGood50
July 200120.3Structurally deficientSeriousPoorSatisfactory50
July 200020.3Structurally deficientSeriousPoorSatisfactory50
July 199920.3Structurally deficientSeriousPoorSatisfactory50
July 19982.0Structurally deficientSeriousPoorSatisfactory50
July 19972.0Structurally deficientSeriousSeriousSatisfactory50
October 19962.0Structurally deficientSeriousSeriousSatisfactory50
July 19952.0Structurally deficientSeriousSeriousSatisfactory50
July 19942.0Structurally deficientSeriousSeriousSatisfactory50
July 199311.1Functionally obsoleteFairFairSatisfactory50
July 199213.7Functionally obsoleteSatisfactoryFairSatisfactory50
July 199113.7Functionally obsoleteSatisfactoryFairSatisfactory50