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EB WEWATTA STREET over CHERRY CREEK

Map

Coordinates:
+39.75163, -105.00303
39°45'06" N, 105°00'11" W

Facts

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

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,996 [as of 2016]
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]
Sufficiency rating:78.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$369,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.3FairSatisfactoryVery GoodVery GoodFO5996
October 201478.5FairSatisfactoryVery GoodVery GoodFO4106
October 201278.5FairSatisfactoryVery GoodVery GoodFO4106
October 201093.7FairSatisfactoryVery GoodVery GoodFO3412
November 200878.6FairSatisfactoryVery GoodVery GoodFO3412
October 200678.8FairSatisfactoryVery GoodVery Good-1894
July 200478.8FairSatisfactoryVery GoodVery Good-1894
September 200278.8FairSatisfactoryVery GoodVery Good-1894
September 200078.9GoodGoodExcellentExcellent-1133

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.394394000
Deck
Reinforced Concrete Decksq. ft.2,7092,709000
Substructure
Reinforced Concrete Abutmentlinear ft.5555000
Joints
Strip Seal Jointlinear ft.5505500
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.197019700
Steel Protective Coatingsq. ft.10,75310,753000