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COUNTY ROAD 350 over CUCHARAS RIVER

Map 

Coordinates:
+37.55087, -104.93672
37°33'03" N, 104°56'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY ROAD 350 over CUCHARAS RIVER
Structure number:HU350-SO7-S160A
Location:0.7 Mi S of SH 160
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:53.5 ft. [16.3 m]
Total length:112.2 ft. [34.2 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:58.2 tons [52.9 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201598.8Not deficientGoodGoodGood50
January 201398.8Not deficientGoodGoodGood43
January 201199.8Not deficientGoodGoodGood43
December 200899.8Not deficientGoodGoodGood64
December 200698.8Not deficientGoodGoodGood64
September 200498.8Not deficientGoodGoodGood64
February 200399.8Not deficientGoodGoodGood64
April 200099.7Not deficientGoodGoodGood66
November 199999.7Not deficientGoodVery GoodGood66
November 199899.7Not deficientGoodVery GoodGood66
September 199699.7Not deficientVery GoodVery GoodVery Good33
July 1994100.0Not deficientExcellentExcellentVery Good33
June 1992100.0Not deficientExcellentExcellentVery Good33