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CHAPEL HILLS DRIVE over PINE CREEK

Map 

Coordinates:
+38.97083, -104.78550
38°58'15" N, 104°47'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,751 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 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]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:44.1 tons [40.1 metric tons]
Sufficiency rating:85.5
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201485.5Not deficientGoodVery GoodGood4751
May 201279.8Not deficientGoodVery GoodGood10408
May 201079.8Not deficientGoodVery GoodGood10408
February 200880.2Not deficientGoodVery GoodGood7202
April 200680.2Not deficientGoodVery GoodGood7202