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SH 10 Log 14.11 over NOWLIN CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 10 Log 14.11 over NOWLIN CREEK
Structure number:000000000002362
Location:3.63 MI W SH 300
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:51.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$535,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodFairSatisfactory390051.0
October 2015FairGoodSatisfactorySatisfactory390064.1
October 2013FairGoodSatisfactorySatisfactory390064.1
October 2011FairGoodFairFair430049.7
November 2009FairGoodSatisfactorySatisfactory430063.1
November 2007FairGoodSatisfactorySatisfactory470062.5
November 2005FairGoodSatisfactorySatisfactory520061.1
December 2003FairGoodSatisfactorySatisfactory360065.1
October 2001FairGoodSatisfactorySatisfactory340062.6
October 1999FairGoodSatisfactorySatisfactory340063.6
October 1997FairGoodSatisfactorySatisfactory143069.0
October 1995FairGoodSatisfactorySatisfactory143072.4
January 1994FairGoodSatisfactorySatisfactory143072.4
December 1991GoodGoodGoodGood359364.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.544265265140
Steel Protective Coatingsq. ft.3,74301,8211,822100
Deck
Reinforced Concrete Decksq. ft.4,0804,080000
Wearing Surfacessq. ft.3,5362,65288400
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Pier Walllinear ft.9809440
Reinforced Concrete Abutmentlinear ft.129124500
Reinforced Concrete Pier Caplinear ft.104891230
Bearings
Movable Bearingeach1600160
Fixed Bearingeach1604120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.272272000