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SR 76 over LITTLE RIVER

Map

Coordinates:
+31.03970, -83.49324
31°02'23" N, 83°29'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 76 over LITTLE RIVER
Structure number:000000002700590
Location:APP 2 MI N OF BARNEY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:89.9 ft. [27.4 m]
Total length:1340.0 ft. [408.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1990
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,390 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:80.7
Estimated cost of work:$7,853,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201680.7GoodGoodGoodGood-1390
September 201480.7GoodGoodGoodGood-1390
August 201280.7GoodVery GoodVery GoodGood-1390
August 201080.0GoodVery GoodVery GoodGood-1800
September 200880.0GoodVery GoodVery GoodGood-1800
September 200697.2GoodVery GoodVery GoodGood-1990
June 200497.3GoodVery GoodVery GoodGood-1920
July 200295.8GoodVery GoodVery GoodGood-2300
August 200096.0GoodVery GoodVery GoodGood-2100
December 199896.0GoodVery GoodVery GoodGood-2100
October 199697.3GoodVery GoodVery GoodVery Good-1900
November 199497.6GoodVery GoodVery GoodVery Good-1630
January 199397.6GoodVery GoodVery GoodVery Good-1630
October 199092.9GoodVery GoodVery GoodVery Good-1350

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.900900000
Reinforced Concrete Girder/Beamlinear ft.5,6445,644000
Deck
Reinforced Concrete Decksq. ft.7,7587,758000
Reinforced Concrete Top Flangesq. ft.49,99649,996000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.4444000
Prestressed Concrete Pileeach320320000
Reinforced Concrete Pier Caplinear ft.1,1701,170000
Joints
Pourable Jointlinear ft.1,3021,302000
Bearings
Elastomeric Bearingeach310310000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,9422,942000