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HOLLY ST over CHERRY CREEK

Map

Coordinates:
+39.69608, -104.92233
39°41'46" N, 104°55'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLLY ST over CHERRY CREEK
Structure number:D-01-CC-310A
Location:S HOLLY AT CHERRY CK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:85.0 ft. [25.9 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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:20,005 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
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:92.6 tons [84.2 metric tons]
Inventory rating:55.4 tons [50.4 metric tons]
Sufficiency rating:95.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201695.2GoodVery GoodVery GoodVery Good-20005
October 201495.8GoodVery GoodVery GoodVery Good-15397
October 201295.8GoodVery GoodVery GoodVery Good-15397
October 201094.6GoodVery GoodVery GoodVery Good-24324
January 200994.6GoodVery GoodVery GoodVery Good-24324

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.2,7972,797000
Deck
Reinforced Concrete Decksq. ft.16,78116,781000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.201201000
Reinforced Concrete Pier Caplinear ft.100100000
Joints
Pourable Jointlinear ft.5959000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.350350000
Steel Protective Coatingsq. ft.10,75310,753000