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BOYNTON DRIVE over PEAVINE CREEK

Map

Coordinates:
+34.92216, -85.18164
34°55'20" N, 85°10'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOYNTON DRIVE over PEAVINE CREEK
Structure number:000000004750290
Location:4.2 MI W OF RINGGOLD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.1 ft. [11.6 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,450 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:89.5
Estimated cost of work:$1,114,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryGoodSatisfactory445089.5
December 2016FairGoodGoodSatisfactory445089.5
November 2014GoodGoodGoodGood445089.5
November 2012GoodGoodGoodGood445089.5
October 2010GoodVery GoodGoodGood324089.7
December 2008GoodVery GoodGoodGood324089.7
November 2006GoodVery GoodGoodGood292089.8
November 2004GoodVery GoodGoodGood415098.4
November 2002GoodVery GoodGoodGood280098.6
September 2000GoodVery GoodVery GoodGood330098.5
February 1999GoodVery GoodVery GoodGood330098.5
December 1996GoodVery GoodVery GoodVery Good330098.5
October 1994GoodVery GoodVery GoodVery Good279098.6
December 1992GoodVery GoodVery GoodVery Good279098.6
November 1990GoodVery GoodVery GoodVery Good252998.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.950949100
Deck
Reinforced Concrete Top Flangesq. ft.7,5057,40510000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.9494000
Steel Pileeach1001000
Steel Protective Coatingsq. ft.235002350
Reinforced Concrete Pier Caplinear ft.164164000
Joints
Pourable Jointlinear ft.246002460
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.380380000