Share:

STOUT ST over CHERRY CREEK

Map

Coordinates:
+39.74132, -104.99914
39°44'29" N, 104°59'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STOUT ST over CHERRY CREEK
Structure number:D-01-CC-110A
Location:STOUT AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,095 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:60.1 tons [54.6 metric tons]
Inventory rating:41.7 tons [37.9 metric tons]
Sufficiency rating:79.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201679.2GoodGoodGoodGood-7095
October 201479.0GoodGoodGoodGood-8444
October 201279.0GoodGoodGoodGood-8444
October 201078.7GoodGoodGoodVery Good-11018
October 200878.7GoodGoodGoodVery Good-11018
October 200678.6GoodGoodGoodVery Good-12405
August 200478.6GoodGoodGoodVery Good-12405
October 200278.6GoodGoodGoodVery Good-12405
August 200078.6GoodVery GoodGoodVery Good-11884
December 199978.6GoodVery GoodGoodVery Good-11884
December 199878.6GoodVery GoodGoodVery Good-11884
July 199678.9GoodGoodGoodGood-8985
November 199479.2FairGoodSatisfactoryGood-8985
December 199279.2FairGoodSatisfactoryGood-8985
September 199079.4GoodGoodGoodVery Good-6832

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.608608000
Deck
Reinforced Concrete Decksq. ft.6,0766,0156100
Wearing Surfacessq. ft.6,0766,076000
Substructure
Reinforced Concrete Abutmentlinear ft.140140000
Bridge Rail
Other Material Bridge Raillinear ft.174174000