SR2187 over BEAR CREEK


+35.62563, -79.29881
35°37'32" N, 79°17'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR2187 over BEAR CREEK
Structure number:000000000370173
Old structure number:000000000037173 (from 1992 edition)
Location:0.6 MI. N. JCT. SR1010
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1968
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: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [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:Equal to present minimum criteria [6]
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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.9GoodGoodGoodGood-300
December 201499.9GoodGoodGoodGood-300
December 201299.9GoodGoodGoodGood-290
January 201198.9FairSatisfactoryGoodGood-300
January 200998.9FairSatisfactoryGoodGood-370
December 200698.9FairSatisfactoryVery GoodGood-390
November 200498.9FairSatisfactoryVery GoodGood-390
December 200298.9FairSatisfactoryVery GoodGood-410
January 200198.9FairSatisfactoryVery GoodGood-390
January 199998.9FairSatisfactoryVery GoodGood-400
January 199798.9FairSatisfactoryVery GoodGood-200
January 199576.7GoodGoodVery GoodVery Good-180
January 199376.7GoodGoodVery GoodVery Good-180
January 199176.7GoodGoodVery GoodVery Good-300