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Winchester Crossin over (O) George's Creek

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Winchester Crossin over (O) George's Creek
Structure number:2563363
Location:1597 FT E/GENDER ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:58.1 ft. [17.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:800 [as of 2004]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:71.3 tons [64.8 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:87.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201587.5Not deficient---800
November 201487.5Not deficient---800
May 201370.9Not deficient---800
June 201270.9Not deficient---800
June 201170.9Not deficient---800
July 201070.9Not deficient---800
November 200794.1Not deficient---100
November 200694.1Not deficient---100
2000100.0Not deficient---100