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DUBLIN BLVD WB over LOCAL DRAINAGE

Map

Coordinates:
+38.92585, -104.80230
38°55'33" N, 104°48'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUBLIN BLVD WB over LOCAL DRAINAGE
Structure number:CSG-H.52-14.99
Location:INTERSEC. W/WICKLOW CIR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:10.8 ft. [3.3 m]
Total length:20.7 ft. [6.3 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:123.0 ft. [37.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,561 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:78.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$540,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 101056178.7
April 2014Fair6 out of 101056178.7
December 2012Fair6 out of 10342180.6
March 2010Fair6 out of 10342198.7
April 2006Fair6 out of 10342198.7
April 2002Good7 out of 10523396.8
May 2000Good7 out of 10523396.5
October 1999Good7 out of 10523396.3
October 1998Good7 out of 10523396.3
October 1996Good7 out of 10452896.4
June 1994Good7 out of 10452896.3
September 1992Good7 out of 10452896.3
July 1990Good7 out of 10325979.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2467117500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6262000
Steel Protective Coatingsq. ft.6262000