Winchester Crossin over (O) George's Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
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: October 2016

Good/Fair/Poor Condition:Good
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. RatingConditionCulvert ConditionSD/FOADT
October 201687.5Good7 out of 10-800
December 201587.5Good7 out of 10-800
November 201487.5Good7 out of 10-800
May 201370.9Good7 out of 10-800
June 201270.9Good7 out of 10-800
June 201170.9Good7 out of 10-800
July 201070.9Good7 out of 10-800
November 200794.1Good8 out of 10-100
November 200694.1Good8 out of 10-100