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FLYING W RANCH RD over DOUGLAS CREEK

Map 

Coordinates:
+38.92685, -104.86669
38°55'37" N, 104°52'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FLYING W RANCH RD over DOUGLAS CREEK
Structure number:CSG-E.12-15.07
Location:.25 M SW OF CENTENNIAL BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Open, no restriction [A]
Average daily traffic:4,478 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201497.6Not deficient---4478
March 201096.4Not deficient---6021
April 200696.6Not deficient---4606
April 200298.8Not deficient---5329
May 200095.5Not deficient---5329
200098.5Not deficient---5329
September 199898.5Not deficient---5329
October 199683.3Not deficient---1927
August 199494.4Functionally obsolete---1927
September 199283.3Not deficient---1927
June 1990100.0Not deficient---162