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PEBBLE WAY over DRY CREEK

Map

Coordinates:
+38.93350, -104.83343
38°56'01" N, 104°50'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PEBBLE WAY over DRY CREEK
Structure number:CSG-F.90-15.60
Location:.5 MI N ROCKRIMMON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.6 ft. [14.5 m]
Total length:52.5 ft. [16.0 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:81 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactorySatisfactoryGood8199.0
March 2014FairSatisfactoryGoodGood8199.0
March 2012FairSatisfactoryGoodGood73398.9
March 2010GoodGoodGoodGood73398.9
February 2008GoodGoodGoodGood72598.9
April 2006GoodGoodGoodGood72599.9
May 2004GoodGoodGoodVery Good72599.9
April 2002GoodGoodVery GoodGood848100.0
May 2000GoodGoodGoodVery Good84898.9
September 1999GoodGoodVery GoodGood84898.9
September 1998GoodGoodVery GoodGood84898.9
October 1996GoodGoodVery GoodGood75399.9
June 1994GoodGoodVery GoodGood75399.9
September 1992GoodGoodVery GoodGood75399.9
June 1990GoodGoodVery GoodGood163099.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.315309330
Deck
Reinforced Concrete Top Flangesq. ft.2,5732,31925400
Wearing Surfacessq. ft.2,5732,18738600
Substructure
Reinforced Concrete Abutmentlinear ft.9999000
Joints
Other Jointlinear ft.2631768700
Bearings
Elastomeric Bearingeach1200120
Bridge Rail
Other Material Bridge Raillinear ft.10597800