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DUBLIN BLVD WB over LOCAL DRAINAGE

Map 

Coordinates:
+38.92557, -104.80129
38°55'32" N, 104°48'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201478.7Functionally obsolete---10561
December 201280.6Functionally obsolete---3421
March 201098.7Not deficient---3421
April 200698.7Not deficient---3421
April 200296.8Not deficient---5233
May 200096.5Not deficient---5233
October 199996.3Not deficient---5233
October 199896.3Not deficient---5233
October 199696.4Not deficient---4528
June 199496.3Not deficient---4528
September 199296.3Not deficient---4528
July 199079.4Not deficient---3259