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CHELTON ROAD over SAND CREEK

Map 

Coordinates:
+38.80490, -104.75285
38°48'18" N, 104°45'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHELTON ROAD over SAND CREEK
Structure number:CSG-K.29-06.66
Location:0.25 MI E OF ACADEMY BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:201.1 ft. [61.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:11
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:9,529 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.2 tons [66.5 metric tons]
Inventory rating:43.8 tons [39.8 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201496.1Not deficient---9529
December 201295.9Not deficient---11350
May 201094.9Not deficient---11350
April 200695.1Not deficient---9051
April 200299.5Not deficient---10541
June 200097.5Not deficient---10541
200095.5Not deficient---10541
September 199895.5Not deficient---10541
October 199683.7Not deficient---7332
July 199469.3Not deficient---7332
October 199269.3Not deficient---7332
July 199084.9Not deficient---5997