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CHELTON ROAD over LOCAL DRAINAGE

Map 

Coordinates:
+38.78797, -104.73897
38°47'17" N, 104°44'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHELTON ROAD over LOCAL DRAINAGE
Structure number:CSG-K.00-05.39
Location:0.1 MI NORTH OF HANCOCK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.1 ft. [10.7 m]
Deck width edge-to-edge:144.4 ft. [44.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:2007
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:6,048 [as of 2013]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201484.3Not deficient---6048
May 201299.5Not deficient---5601
May 201099.5Not deficient---5601
April 200896.2Not deficient---9000