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WB WEWATTA STREET over CHERRY CREEK

Map

Coordinates:
+39.75069, -105.00421
39°45'02" N, 105°00'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,552 [as of 2016]
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]
Sufficiency rating:78.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$352,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.2GoodGoodGoodVery GoodFO6552
October 201478.4GoodGoodGoodVery GoodFO4773
October 201278.4GoodGoodVery GoodVery GoodFO4773
October 201078.5GoodGoodVery GoodVery GoodFO3978
November 200878.5GoodGoodVery GoodVery GoodFO3978
October 200678.8GoodGoodVery GoodVery Good-1411
July 200478.8GoodGoodVery GoodVery Good-1411
September 200278.8GoodGoodVery GoodVery Good-1411
September 200078.9GoodExcellentExcellentExcellent-1134

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.876875100
Deck
Reinforced Concrete Decksq. ft.4,9144,914000
Substructure
Reinforced Concrete Abutmentlinear ft.101101000
Joints
Strip Seal Jointlinear ft.101010100
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.252025200
Steel Protective Coatingsq. ft.10,75310,753000