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SR 90 over ALAPAHA RIVER OVERFLOW

Map

Coordinates:
+31.81752, -83.47032
31°49'03" N, 83°28'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 90 over ALAPAHA RIVER OVERFLOW
Structure number:000000001750210
Location:3 MI S OF REBECCA
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:State Highway Agency [01]
Year built:1997
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:2
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:750 [as of 2011]
Truck traffic:1% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:99.4
Estimated cost of work:$352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood75099.4
June 2014GoodGoodGoodVery Good75099.4
May 2012GoodGoodGoodVery Good75099.4
May 2010GoodVery GoodVery GoodVery Good82099.4
May 2008GoodVery GoodVery GoodVery Good82099.4
May 2006GoodVery GoodVery GoodVery Good81099.4
April 2004GoodVery GoodVery GoodVery Good70099.4
May 2002GoodVery GoodVery GoodVery Good80099.4
May 2000GoodVery GoodVery GoodVery Good70099.4
September 1998GoodVery GoodVery GoodVery Good110099.1
June 1997GoodExcellentExcellentExcellent110099.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.300300000
Deck
Reinforced Concrete Top Flangesq. ft.2,4602,460000
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Steel Pileeach55000
Steel Protective Coatingsq. ft.178178000
Reinforced Concrete Pier Caplinear ft.3737000
Joints
Pourable Jointlinear ft.117117000
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120120000