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CHAPEL HILLS DRIVE over PINE CREEK

Map

Coordinates:
+38.97091, -104.78529
38°58'15" N, 104°47'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHAPEL HILLS DRIVE over PINE CREEK
Structure number:CSG-I.16-17.74
Location:.3 MI N OF BRIARGATE PWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,751 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:85.5
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryVery GoodGood475185.5
May 2014GoodGoodVery GoodGood475185.5
May 2012GoodGoodVery GoodGood1040879.8
May 2010GoodGoodVery GoodGood1040879.8
February 2008GoodGoodVery GoodGood720280.2
April 2006GoodGoodVery GoodGood720280.2

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.756756000
Deck
Reinforced Concrete Decksq. ft.4,5681,5683,00000
Substructure
Reinforced Concrete Abutmentlinear ft.180178200
Joints
Strip Seal Jointlinear ft.180018000
Pourable Jointlinear ft.1801126404
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.108108000
Steel Protective Coatingsq. ft.108108000