SR1010 over BEAR CREEK


+35.63901, -79.26705
35°38'20" N, 79°16'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1010 over BEAR CREEK
Structure number:000000000370170
Old structure number:000000000037170 (from 1992 edition)
Location:0.4 MI. S. JCT. SR2196
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:84.0 ft. [25.6 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2001
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:Steel [3]
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2012]
Truck traffic:6% 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:94.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood110094.8
February 2016GoodGoodGoodGood160094.6
February 2014GoodGoodGoodGood160094.6
February 2012GoodGoodGoodGood110094.8
February 2010FairSatisfactoryVery GoodVery Good120094.8
February 2008FairSatisfactoryVery GoodVery Good190094.5
February 2006FairSatisfactoryVery GoodVery Good110094.8
February 2004FairSatisfactoryVery GoodVery Good160094.6
April 2002FairSatisfactoryVery GoodVery Good160094.6
October 2001GoodExcellentExcellentExcellent110094.8
May 2000PoorFairGoodPoor110015.2
March 1998PoorFairGoodPoor100015.7
March 1996PoorFairGoodPoor100015.7
March 1994PoorFairGoodPoor100015.7
March 1992PoorFairGoodPoor90016.2
March 1990PoorFairGoodPoor60017.8