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DUBLIN BLVD over COTTONWOOD CREEK TRIB

Map 

Coordinates:
+38.92911, -104.74887
38°55'45" N, 104°44'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DUBLIN BLVD over COTTONWOOD CREEK TRIB
Structure number:CSG-K.48-15.25
Location:JUST EAST OF RANGEWOOD DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.5 ft. [3.5 m]
Total length:26.9 ft. [8.2 m]
Deck width edge-to-edge:180.8 ft. [55.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:11,996 [as of 2013]
Truck traffic:2% of total traffic
Structural 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 assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.6
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.6Not deficient---11996
May 201284.0Not deficient---8739
May 201084.0Not deficient---8739
March 200872.8Not deficient---8739
April 200684.0Not deficient---8739
May 200484.0Not deficient---8739
April 200284.9Not deficient---500
May 200092.5Not deficient---10
October 199989.5Not deficient---10
October 199889.5Not deficient---10