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BOURKE DRIVE over DOUGLAS CREEK

Map

Coordinates:
+38.91302, -104.86003
38°54'47" N, 104°51'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOURKE DRIVE over DOUGLAS CREEK
Structure number:CSG-E.47-14.08
Location:0.1 MI N OF MULE DEER DRI
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:44.9 ft. [13.7 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

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:501 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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: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]
Sufficiency rating:98.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2014Fair6 out of 1050198.0
March 2010Fair6 out of 1077597.9
April 2006Fair6 out of 1071096.9
April 2002Good8 out of 1074197.0
May 2000Good7 out of 1074196.9
October 1999Good8 out of 1074196.9
October 1998Good8 out of 1074196.9
October 1996Good8 out of 1058296.9
June 1994Good8 out of 1058297.0
September 1992Good8 out of 1058297.0
June 1990Good8 out of 1043797.0