Share:

BENNETT RUN RD over BENNETT RUN

Map

Coordinates:
+40.78051, -80.30461
40°46'50" N, 80°18'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BENNETT RUN RD over BENNETT RUN
Structure number:000000000003632
Old structure number:040588011020620 (from 1992 edition)
Location:300'E.OF TWP.RD.541
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:28.9 ft. [8.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,458 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$143,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood345897.2
July 2016GoodGoodGoodGood354897.2
July 2014GoodGoodGoodGood359297.2
July 2012GoodExcellentExcellentGood504195.8
July 2010GoodExcellentExcellentGood525495.7
July 2008GoodVery GoodVery GoodGood525495.7
December 2007PoorSatisfactoryPoorSatisfactory525449.6
July 2006PoorSatisfactoryPoorSatisfactory519764.0
April 2005PoorSatisfactoryPoorSatisfactory476465.1
April 2003PoorSatisfactoryPoorSatisfactory467167.4
April 2001PoorSatisfactoryPoorSatisfactory450767.4
April 1999PoorSatisfactoryPoorSatisfactory441967.5
April 1997PoorSatisfactoryPoorSatisfactory425566.0
April 1995FairSatisfactoryFairSatisfactory769580.5
April 1993FairSatisfactoryFairSatisfactory746982.5
April 1991FairSatisfactoryFairSatisfactory706483.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.130130000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6060000
Deck
Reinforced Concrete Slabsq. ft.1,1251,1141100