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JACKSON RIVER TPK over CEDAR CREEK

Map

Coordinates:
+37.98136, -79.90514
37°58'53" N, 79°54'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JACKSON RIVER TPK over CEDAR CREEK
Structure number:000000000002560
Location:0.40 RT 605 - 2.22 RT 693
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:867 [as of 2014]
Truck traffic:3% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:90.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodGoodGood86790.5
June 2016GoodGoodGoodGood86790.5
June 2014GoodGoodGoodGood104790.1
March 2012GoodGoodGoodGood104790.1
April 2010GoodGoodGoodGood104792.1
March 2008GoodGoodGoodGood104792.1
March 2006GoodGoodGoodGood98892.3
March 2004GoodGoodGoodGood103294.0
March 2002GoodGoodGoodGood97694.0
March 2000GoodGoodGoodGood95394.0
March 1998GoodGoodGoodGood84094.0
March 1996GoodGoodGoodGood84094.0
June 1994GoodGoodGoodVery Good107594.3
April 1992GoodGoodGoodVery Good85694.3
April 1990GoodGoodGoodVery Good85694.3