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NC902 over BEAR CREEK

Map 

Coordinates:
+35.59431, -79.41816
35°35'40" N, 79°25'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NC902 over BEAR CREEK
Structure number:000000000370005
Location:1.1 MI. E. JCT. SR1141
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:55.1 ft. [16.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2012]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.5Not deficient---2100
November 201399.5Not deficient---2100
November 201199.7Not deficient---1300
December 200988.6Not deficient---1500
November 200788.7Not deficient---1300
January 200688.6Not deficient---1400
January 200488.6Not deficient---1600
March 200288.5Not deficient---1750
April 200088.5Not deficient---2000
February 199888.6Not deficient---1600
February 199299.8Not deficient---1100