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HOLLY ST over CHERRY CREEK

Map 

Coordinates:
+39.69608, -104.92233
39°41'46" N, 104°55'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:15,397 [as of 2013]
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:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201495.8Not deficientVery GoodVery GoodVery Good15397
October 201295.8Not deficientVery GoodVery GoodVery Good15397
October 201094.6Not deficientVery GoodVery GoodVery Good24324
January 200994.6Not deficientVery GoodVery GoodVery Good24324