SH 98 S-2 LM 1.65 over HOLLIS CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 98 S-2 LM 1.65 over HOLLIS CREEK
Structure number:0000000000M1719
Location:1.65 MI E JCT US 79 & 98
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:220 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:50.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodSatisfactoryFair22050.6
January 2017FairGoodSatisfactoryFair22050.6
January 2016FairGoodSatisfactoryFair29049.0
January 2015FairGoodSatisfactoryFair29049.0
January 2014FairGoodSatisfactoryFair22050.6
January 2013FairGoodSatisfactoryFair22050.6
January 2012FairGoodSatisfactoryFair22053.4
January 2011FairGoodSatisfactoryFair22053.4
January 2010FairGoodSatisfactoryFair22053.4
January 2009FairGoodSatisfactoryFair25053.3
January 2008FairGoodSatisfactoryFair25055.1
January 2007FairGoodSatisfactoryFair25055.1
January 2006FairGoodSatisfactorySatisfactory19065.1
January 2005FairGoodSatisfactorySatisfactory19065.1
January 2003FairGoodSatisfactorySatisfactory34060.4
February 2002FairGoodSatisfactorySatisfactory34060.4
January 2001FairGoodSatisfactorySatisfactory33060.4
January 2000FairGoodSatisfactorySatisfactory33060.4
February 1999FairGoodSatisfactorySatisfactory33060.4
February 1998FairGoodSatisfactorySatisfactory33060.4
January 1997FairGoodSatisfactorySatisfactory11065.0
February 1996FairGoodSatisfactorySatisfactory11065.0
January 1995FairGoodSatisfactorySatisfactory11065.0
February 1994FairGoodSatisfactorySatisfactory11065.0
February 1993GoodGoodGoodGood11065.0
January 1991GoodGoodGoodGood32059.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.124124000
Reinforced Concrete Girder/Beamlinear ft.248248000
Reinforced Concrete Top Flangesq. ft.781781000
Reinforced Concrete Abutmentlinear ft.563410120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6262000