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ROUTE 0000 over JEFFSN AV O PEAK CREEK

Map

Coordinates:
+37.04709, -80.78239
37°02'50" N, 80°46'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0000 over JEFFSN AV O PEAK CREEK
Structure number:000000000021254
Location:0001FIRST ST 0001MAIN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,450 [as of 1980]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$751,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodVery GoodVery GoodVery Good445099.0
April 2016GoodVery GoodVery GoodVery Good445099.0
April 2014GoodVery GoodVery GoodVery Good445099.0
May 2012GoodVery GoodVery GoodVery Good445099.0
April 2010GoodVery GoodVery GoodVery Good445099.0
April 2008GoodVery GoodExcellentVery Good4450100.0
July 2007GoodVery GoodVery GoodVery Good445041.0
July 1998PoorPoorSeriousSerious445038.4
July 1997PoorPoorSeriousSerious445038.4
June 1996PoorPoorSeriousSerious445038.4
April 1995PoorPoorSeriousSerious445038.4
April 1994PoorPoorSeriousSerious445038.4
May 1993PoorPoorSeriousSerious445038.4
October 1992PoorPoorSeriousSerious445038.4
March 1991PoorPoorPoorPoor445064.9