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WB WEWATTA STREET over CHERRY CREEK

Map 

Coordinates:
+39.75069, -105.00421
39°45'02" N, 105°00'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB WEWATTA STREET over CHERRY CREEK
Structure number:D-01-CC-017
Location:JUST EAST OF SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:88.9 ft. [27.1 m]
Total length:97.4 ft. [29.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
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 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:4,773 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.4 tons [72.2 metric tons]
Inventory rating:47.7 tons [43.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$352,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201478.4Functionally obsoleteGoodGoodVery Good4773
October 201278.4Functionally obsoleteGoodVery GoodVery Good4773
October 201078.5Functionally obsoleteGoodVery GoodVery Good3978
November 200878.5Functionally obsoleteGoodVery GoodVery Good3978
October 200678.8Not deficientGoodVery GoodVery Good1411
July 200478.8Not deficientGoodVery GoodVery Good1411
September 200278.8Not deficientGoodVery GoodVery Good1411
September 200078.9Not deficientExcellentExcellentExcellent1134