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EB WEWATTA STREET over CHERRY CREEK

Map 

Coordinates:
+39.75163, -105.00303
39°45'06" N, 105°00'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB WEWATTA STREET over CHERRY CREEK
Structure number:D-01-CC-019
Location:JUST EAST OF SPEER BLVD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:89.2 ft. [27.2 m]
Total length:98.4 ft. [30.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:4,106 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:82.2 tons [74.7 metric tons]
Inventory rating:49.3 tons [44.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$369,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201478.5Functionally obsoleteSatisfactoryVery GoodVery Good4106
October 201278.5Functionally obsoleteSatisfactoryVery GoodVery Good4106
October 201093.7Functionally obsoleteSatisfactoryVery GoodVery Good3412
November 200878.6Functionally obsoleteSatisfactoryVery GoodVery Good3412
October 200678.8Not deficientSatisfactoryVery GoodVery Good1894
July 200478.8Not deficientSatisfactoryVery GoodVery Good1894
September 200278.8Not deficientSatisfactoryVery GoodVery Good1894
September 200078.9Not deficientGoodExcellentExcellent1133