Old Mill Road over Rush River


+38.71346, -78.15129
38°42'48" N, 78°09'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Old Mill Road over Rush River
Structure number:000000000014762
Location:.2 Fr 211 & .2 To 211 Bus
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1914
Year reconstructed:1998
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:93 [as of 2014]
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactoryGood9399.0
March 2014FairSatisfactorySatisfactoryGood8799.0
March 2012FairGoodSatisfactoryGood8799.0
March 2010GoodVery GoodGoodGood8799.0
March 2008GoodVery GoodVery GoodVery Good8799.0
March 2006GoodVery GoodVery GoodVery Good8799.0
March 2004GoodVery GoodVery GoodVery Good6599.0
March 2002GoodVery GoodVery GoodVery Good6599.0
March 2000GoodVery GoodVery GoodVery Good6599.0
April 1998GoodExcellentExcellentExcellent6499.0
March 1996PoorSeriousSeriousPoor6035.0
March 1995PoorSeriousSeriousPoor6035.0
February 1994PoorSeriousSeriousPoor6035.0
January 1993PoorSeriousSeriousPoor6035.0
November 1991PoorSeriousSeriousPoor1535.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.58455024100
Prestressed Concrete Top Flangesq. ft.1,7521,752000
Wearing Surfacessq. ft.1,7521,6974780
Reinforced Concrete Abutmentlinear ft.9082080
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.146146000