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HILLBURNE ST over IRWINS RUN

Map 

Coordinates:
+40.38333, -79.93500
40°22'60" N, 79°56'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLBURNE ST over IRWINS RUN
Structure number:000000000002469
Old structure number:027301000031440 (from 1992 edition)
Location:200 FT SW of SR 0885
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:10.8 ft. [3.3 m]
Deck width edge-to-edge:12.5 ft. [3.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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:10 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Inventory rating:81.8 tons [74.4 metric tons]
Sufficiency rating:78.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201578.4FairGoodSatisfactoryGoodFO10
June 201378.4GoodGoodGoodGoodFO10
June 201178.4GoodGoodGoodGoodFO10
June 200978.4GoodGoodVery GoodGoodFO10
July 200778.4GoodGoodVery GoodGoodFO10
July 200575.4GoodVery GoodVery GoodVery GoodFO10
July 200375.4GoodVery GoodVery GoodVery Good-10
July 200175.4GoodVery GoodVery GoodVery Good-10
July 199975.4GoodVery GoodVery GoodVery Good-10
August 199772.9GoodExcellentVery GoodVery Good-10
May 199576.9GoodExcellentVery GoodVery Good-10