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SR2453 over LITTLE BEAR CREEK

Map

Coordinates:
+35.39105, -80.37546
35°23'28" N, 80°22'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR2453 over LITTLE BEAR CREEK
Structure number:000000000250101
Location:0.2 MI. N. JCT. SR2608
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:310 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:16.9 tons [15.4 metric tons]
Inventory rating:10.0 tons [9.1 metric tons]
Sufficiency rating:39.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201639.2FairGoodFairSatisfactoryFO310
February 201445.4FairGoodFairSatisfactory-310
March 201245.3FairGoodFairFair-330
April 201053.2FairVery GoodSatisfactorySatisfactory-310
May 200853.2FairVery GoodSatisfactorySatisfactory-360
May 200649.0GoodVery GoodGoodGoodSD360
April 200449.0GoodVery GoodVery GoodGoodSD350
April 200249.0GoodVery GoodVery GoodGoodFO350
July 199953.2GoodVery GoodVery GoodGood-295
September 199146.3FairSatisfactoryVery GoodGoodFO120