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STURGEON VALLEY RD over PIGEON RIVER

Map

Coordinates:
+45.15627, -84.46756
45°09'23" N, 84°28'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STURGEON VALLEY RD over PIGEON RIVER
Structure number:000000000008686
Old structure number:69200016000B010 (from 1992 edition)
Location:8.9 MI E OF VANDERBILT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:79.1 ft. [24.1 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:42°
Owner:County Highway Agency [02]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodExcellentVery Good26099.8
August 2016GoodVery GoodExcellentVery Good26099.8
August 2014GoodExcellentExcellentVery Good26099.8
October 2012GoodExcellentExcellentVery Good26099.8
September 2010GoodExcellentExcellentExcellent26099.8
September 2009GoodExcellentExcellentExcellent26099.8
September 2008PoorPoorSeriousCritical26037.3
February 2008PoorPoorSeriousCritical21231.7
June 2006PoorPoorSeriousCritical21231.7
September 2004PoorPoorSeriousCritical21231.7
May 2003PoorPoorPoorCritical21229.1
May 2002PoorPoorPoorCritical6836.8
May 2000PoorPoorPoorCritical6836.8
March 1998PoorPoorPoorCritical6836.8
February 1996PoorPoorPoorCritical6836.8
September 1994PoorSatisfactoryPoorSerious6839.8
July 1992PoorGoodFairPoor6846.3
April 1990PoorGoodFairPoor6846.3