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SR 21 over DRY CREEK

Map

Coordinates:
+33.56544, -85.86219
33°33'56" N, 85°51'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 21 over DRY CREEK
Structure number:002685
Old structure number:000000216104250 (from 1992 edition)
Location:2.5 MI S OF OXFORD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:22.0 ft. [6.7 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2013]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$712,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairSatisfactorySatisfactory390077.0
July 2015FairFairGoodSatisfactory390077.0
July 2013FairFairGoodSatisfactory390077.0
July 2011FairFairGoodSatisfactory485077.0
July 2009FairFairGoodSatisfactory534577.0
July 2007FairFairGoodSatisfactory524080.0
July 2005FairSatisfactoryGoodGood1016081.0
July 2003FairSatisfactoryGoodGood1011079.8
July 2001FairSatisfactoryGoodGood1011079.8
July 1999FairSatisfactoryGoodGood846077.5
July 1997FairSatisfactoryGoodGood758077.6
July 1995FairSatisfactoryGoodGood749077.6
July 1993FairSatisfactoryGoodGood649077.7
June 1991FairSatisfactoryGoodGood597077.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4484381000
Steel Protective Coatingsq. ft.2,42602,42600
Deck
Reinforced Concrete Decksq. ft.2,6166561,6123480
Substructure
Reinforced Concrete Abutmentlinear ft.10298400
Steel Pileeach1201200
Steel Protective Coatingsq. ft.248024080
Steel Pier Caplinear ft.70462400
Steel Protective Coatingsq. ft.419041900
Joints
Open Jointlinear ft.2900029
Bearings
Movable Bearingeach2002000
Fixed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.179177110