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ELM STREET over WARRIOR CREEK

Map

Coordinates:
+31.50909, -83.79333
31°30'33" N, 83°47'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELM STREET over WARRIOR CREEK
Structure number:000000032151030
Location:IN POULAN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:County Highway Agency [02]
Year built:1996
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:3
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 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:4,340 [as of 2012]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:97.4
Estimated cost of work:$645,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood434097.4
June 2015GoodGoodGoodGood434097.4
June 2013GoodGoodGoodGood434097.4
June 2011GoodVery GoodGoodGood64099.9
June 2009GoodVery GoodGoodVery Good68099.9
June 2007GoodVery GoodGoodVery Good68099.9
July 2005GoodVery GoodGoodVery Good68099.9
June 2003GoodVery GoodGoodVery Good80099.9
June 2001GoodVery GoodGoodVery Good80099.6
July 1999GoodVery GoodGoodVery Good80099.9
July 1997GoodVery GoodVery GoodVery Good80099.9
March 1996GoodVery GoodVery GoodVery Good80099.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.440440000
Deck
Reinforced Concrete Top Flangesq. ft.3,8723,872000
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Prestressed Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.6060000
Joints
Pourable Jointlinear ft.140140000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220220000