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RENDEZVOUS TRAIL over DOUGLAS CREEK

Map 

Coordinates:
+38.90002, -104.86975
38°54'00" N, 104°52'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RENDEZVOUS TRAIL over DOUGLAS CREEK
Structure number:CSG-E.28-14.70
Location:EAST OF CENTENNIAL ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.8 ft. [4.5 m]
Total length:30.5 ft. [9.3 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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: March 2014 

Status:Posted for load [P]
Average daily traffic:481 [as of 2013]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:35.3 tons [32.1 metric tons]
Inventory rating:21.1 tons [19.2 metric tons]
Sufficiency rating:81.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201481.3Not deficient---481
March 201281.3Not deficient---532
March 201081.3Not deficient---532
February 200880.3Not deficient---537
April 200680.3Not deficient---537
May 200480.3Not deficient---537
April 200280.0Not deficient---626
May 200079.8Not deficient---626
October 199979.8Not deficient---626
October 199879.8Not deficient---626
October 199679.9Not deficient---10
June 199497.0Not deficient---10
September 199297.0Not deficient---10
June 199097.0Not deficient---25