SR2189 over BEAR CREEK


+35.61760, -79.32681
35°37'03" N, 79°19'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR2189 over BEAR CREEK
Structure number:000000000370172
Location:0.9 MI. N. JCT. SR1010
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:84.0 ft. [25.6 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:170 [as of 2000]
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:98.8 tons [89.8 metric tons]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 2014100.0Not deficientGoodGoodGood170
November 2012100.0Not deficientGoodGoodGood170
November 2010100.0Not deficientVery GoodVery GoodGood170
November 2008100.0Not deficientVery GoodVery GoodGood170
April 200725.0Structurally deficientSatisfactorySatisfactoryPoor170
June 200522.6Structurally deficientFairGoodPoor170
April 200323.6Structurally deficientSatisfactoryVery GoodPoor170
April 200123.2Structurally deficientGoodVery GoodPoor355
April 199924.7Structurally deficientGoodVery GoodPoor320
April 199124.7Structurally deficientGoodVery GoodPoor350