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SR2187 over BEAR CREEK

Map 

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

Facts 

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 13.5 / H 15 [2]
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 2014 

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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201499.9Not deficientGoodGoodGood300
December 201299.9Not deficientGoodGoodGood290
January 201198.9Not deficientSatisfactoryGoodGood300
January 200998.9Not deficientSatisfactoryGoodGood370
December 200698.9Not deficientSatisfactoryVery GoodGood390
November 200498.9Not deficientSatisfactoryVery GoodGood390
December 200298.9Not deficientSatisfactoryVery GoodGood410
January 200198.9Not deficientSatisfactoryVery GoodGood390
January 199998.9Not deficientSatisfactoryVery GoodGood400
January 199798.9Not deficientSatisfactoryVery GoodGood200
January 199576.7Not deficientGoodVery GoodVery Good180
January 199376.7Not deficientGoodVery GoodVery Good180
January 199176.7Not deficientGoodVery GoodVery Good300