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SR1006 over BEAR CREEK

Map 

Coordinates:
+35.60651, -79.46929
35°36'23" N, 79°28'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1006 over BEAR CREEK
Structure number:000000000370468
Location:0.1 MI. N. JCT. SR1145
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:28.9 ft. [8.8 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1993
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2013]
Truck traffic:7% 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:98.8 tons [89.8 metric tons]
Inventory rating:95.8 tons [87.1 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201599.6Not deficient---1300
June 201399.6Not deficient---1400
June 201199.7Not deficient---1200
June 200999.6Not deficient---1600
June 200799.6Not deficient---1600
July 200599.6Not deficient---1500
June 200399.6Not deficient---1600
August 200199.6Not deficient---1500
August 199999.5Not deficient---1650
August 199199.6Not deficient---1200