SH 58 Sharp County over BIG CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 58 Sharp County over BIG CREEK
Structure number:000000000001799
Location:1.13 MI N JCT OF SH 115
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1934
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:6
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:580 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$533,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory58074.2
May 2016FairSatisfactorySatisfactorySatisfactory65074.0
May 2014FairSatisfactorySatisfactorySatisfactory65074.0
May 2012FairSatisfactorySatisfactorySatisfactory57074.2
May 2010FairSatisfactorySatisfactorySatisfactory57074.2
April 2009FairSatisfactorySatisfactorySatisfactory57055.4
March 2008FairSatisfactorySatisfactorySatisfactory58055.4
March 2007FairSatisfactorySatisfactorySatisfactory49056.6
February 2006FairSatisfactorySatisfactorySatisfactory58055.4
February 2005FairSatisfactorySatisfactorySatisfactory58055.4
March 2003FairSatisfactorySatisfactorySatisfactory53055.3
February 2001FairSatisfactorySatisfactorySatisfactory59055.1
January 1999FairSatisfactorySatisfactoryGood59055.1
January 1998FairSatisfactorySatisfactoryGood24557.0
February 1996FairSatisfactorySatisfactoryGood24557.0
February 1994FairSatisfactorySatisfactoryGood24557.0
February 1992FairSatisfactorySatisfactoryGood31756.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.490359100274
Reinforced Concrete Decksq. ft.4,41003,4139970
Reinforced Concrete Columneach108020
Reinforced Concrete Pier Walllinear ft.5554010
Reinforced Concrete Abutmentlinear ft.101101000
Reinforced Concrete Pile Cap/Footinglinear ft.24121200
Reinforced Concrete Pier Caplinear ft.79621160
Movable Bearingeach1200120
Fixed Bearingeach40040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4944750190