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SPRING STREET over ELK RIVER

Map

Coordinates:
+38.35833, -81.62747
38°21'30" N, 81°37'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRING STREET over ELK RIVER
Structure number:00000000020A905
Location:0.10 MI S OF US 119
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:220.2 ft. [67.1 m]
Total length:426.5 ft. [130.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel continuous [4]
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactoryGoodVery Good890080.0
February 2014FairSatisfactoryGoodVery Good890080.0
February 2012GoodGoodGoodVery Good890080.0
February 2010GoodGoodGoodVery Good1395279.4
February 2008GoodGoodGoodVery Good1395279.4
February 2006GoodGoodGoodVery Good1395279.4
February 2004GoodGoodGoodVery Good690080.2
January 2002GoodGoodGoodVery Good690080.2
February 2000GoodGoodVery GoodVery Good690080.2
March 1998GoodVery GoodVery GoodVery Good690080.2
March 1996GoodVery GoodVery GoodVery Good690080.4
March 1994GoodVery GoodVery GoodVery Good690080.4
April 1992GoodExcellentExcellentExcellent-98.0
January 1990PoorGoodSeriousFair690015.7