+34.90434, -79.93050
34°54'16" N, 79°55'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC145 over JONES CREEK
Structure number:000000000070027
Old structure number:000000000007027 (from 1992 edition)
Location:0.1 MI. N. JCT. SR1825
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:57.1 ft. [17.4 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1997
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: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:970 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:91.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood97091.1
January 2016GoodGoodGoodGood84091.2
January 2014GoodGoodGoodGood84091.2
January 2012GoodGoodGoodGood96091.1
January 2010GoodVery GoodVery GoodVery Good94091.1
March 2008GoodVery GoodVery GoodVery Good170090.8
February 2006GoodVery GoodVery GoodVery Good118091.0
January 2004GoodVery GoodVery GoodVery Good99091.1
February 2002GoodVery GoodExcellentExcellent76091.2
October 1999GoodVery GoodExcellentExcellent76091.2
October 1997GoodExcellentExcellentExcellent95091.1
December 1996PoorSeriousPoorSatisfactory95011.4
November 1994PoorPoorSatisfactorySatisfactory90048.9
November 1992PoorPoorSatisfactorySatisfactory60048.3
November 1990FairFairFairSatisfactory40043.5