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HWY-FORTY NINE over ST JOHNS CREEK

Map

Coordinates:
+36.90563, -78.37061
36°54'20" N, 78°22'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY-FORTY NINE over ST JOHNS CREEK
Structure number:000000000011570
Location:.11 FR 727 & 1.34 TO 622
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:61.7 ft. [18.8 m]
Total length:64.3 ft. [19.6 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1929
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:902 [as of 2014]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,290,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodGoodGood90277.2
December 2016GoodGoodGoodGood90278.3
December 2014GoodGoodGoodGood83178.6
December 2012GoodGoodGoodGood83179.6
December 2010GoodGoodGoodGood83179.6
December 2008GoodGoodGoodGood83179.6
December 2006GoodGoodGoodGood104178.7
December 2004GoodVery GoodGoodGood98580.0
December 2002GoodVery GoodGoodGood93980.1
December 2000GoodVery GoodGoodGood144077.1
December 1998GoodVery GoodGoodGood144077.1
December 1996GoodGoodGoodGood110078.4
December 1994GoodGoodGoodGood120078.1
December 1992GoodVery GoodVery GoodVery Good254070.5
December 1990GoodVery GoodVery GoodVery Good242571.0