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COUNTY ROAD 266 over GREENHORN CREEK

Map

Coordinates:
+37.92182, -104.94000
37°55'19" N, 104°56'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 266 over GREENHORN CREEK
Structure number:PUCO 0.05-215BR
Location:0.5 MI W OF RYE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.2 ft. [8.9 m]
Total length:31.5 ft. [9.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2012

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:152 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 2012100.0GoodGoodGoodVery Good-152
November 2008100.0GoodGoodGoodVery Good-257
September 2004100.0GoodGoodGoodVery Good-257
March 2000100.0GoodGoodGoodVery Good-257
March 1999100.0GoodVery GoodVery GoodVery Good-257
March 1998100.0GoodVery GoodVery GoodVery Good-257
August 1996100.0GoodExcellentExcellentExcellent-105