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SR 154 over MIDDLE RUN

Map

Coordinates:
+40.76596, -80.71652
40°45'57" N, 80°42'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 154 over MIDDLE RUN
Structure number:1503405
Location:0.56 MI E OF SR 11
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:73.2 ft. [22.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,373 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:77.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodExcellentExcellent137377.3
May 2017GoodExcellentExcellentExcellent137377.3
April 2016GoodExcellentExcellentExcellent137377.3
June 2015GoodExcellentExcellentExcellent247075.1
March 2014GoodExcellentExcellentExcellent247075.1
October 2012GoodExcellentExcellentExcellent247075.1
August 2011GoodExcellentExcellentExcellent247075.1
August 2010GoodExcellentExcellentExcellent247075.1
August 2009GoodExcellentExcellentExcellent299074.1
August 2008GoodExcellentExcellentExcellent299074.1