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LOGAN ST over CHERRY CREEK

Map

Coordinates:
+39.72268, -104.98247
39°43'22" N, 104°58'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOGAN ST over CHERRY CREEK
Structure number:D-01-CC-220A
Location:LOGAN AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:10.8 ft. [3.3 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:8,908 [as of 2016]
Truck traffic:6% 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:Equal to present minimum criteria [6]
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 minimum criteria [6]
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]
Sufficiency rating:74.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodVery Good890874.7
October 2014GoodGoodGoodVery Good743874.9
October 2012GoodGoodGoodVery Good743874.9
October 2010GoodGoodGoodVery Good770074.8
October 2008GoodGoodGoodVery Good764974.8
September 2006GoodVery GoodGoodVery Good764974.8
July 2004GoodVery GoodGoodVery Good764974.8
November 2002GoodVery GoodGoodVery Good764974.1
September 2000GoodVery GoodGoodVery Good1670772.7
December 1999GoodGoodVery GoodVery Good1670772.7
December 1998GoodGoodVery GoodVery Good1670772.7
July 1996GoodGoodGoodGood999673.6
November 1994GoodGoodGoodGood999679.1
December 1992GoodGoodVery GoodGood999679.1
October 1990GoodGoodVery GoodVery Good850879.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.920915500
Deck
Reinforced Concrete Decksq. ft.8,0508,050000
Wearing Surfacessq. ft.8,0507,64840200
Concrete Protective Coatingsq. ft.9208754500
Substructure
Reinforced Concrete Abutmentlinear ft.153153000
Bridge Rail
Other Material Bridge Raillinear ft.230230000