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HOSKINS ROAD over STEWART CREEK

Map 

Coordinates:
+35.27603, -80.86678
35°16'34" N, 80°52'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOSKINS ROAD over STEWART CREEK
Structure number:000000001190444
Location:0.1 MI.E.NORTHPOINTE IND.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:42.0 ft. [12.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1966
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2014100.0Not deficient---5000
May 201261.0Functionally obsolete---6900
May 201061.0Functionally obsolete---6900
July 200861.0Functionally obsolete---6900
March 200661.0Functionally obsolete---6900
May 200461.0Functionally obsolete---6900
July 200261.0Functionally obsolete---6900
July 200061.0Functionally obsolete---6900
March 199880.0Not deficient---6900
April 199080.0Not deficient---6900