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US64 WBL over CATHEYS CREEK

Map

Coordinates:
+35.20011, -82.77953
35°12'00" N, 82°46'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64 WBL over CATHEYS CREEK
Structure number:000000001750092
Old structure number:000000001750091 (from 1992 edition)
Location:.2 MI.E.JCT.SR1198
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:98.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairFairGoodGood500098.5
August 2014FairFairGoodGood500098.5
August 2012FairFairGoodGood700098.3
August 2010FairSatisfactoryVery GoodGood550099.5
August 2008FairSatisfactoryVery GoodGood550099.5
September 2006FairSatisfactoryVery GoodGood550099.5
June 2004FairSatisfactoryVery GoodGood600099.4
August 2002FairSatisfactoryVery GoodGood500099.5
August 2000FairSatisfactoryVery GoodGood500099.5
July 1998FairSatisfactoryVery GoodGood460099.6
May 1990FairSatisfactoryVery GoodGood660099.5