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SH 82 ML over CO RD, CASTLE CREEK

Map

Coordinates:
+39.19542, -106.83419
39°11'44" N, 106°50'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 82 ML over CO RD, CASTLE CREEK
Structure number:H-09-B
Location:ASPEN
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:423.6 ft. [129.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:23.2
Estimated cost of work:$8,397,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairSatisfactory2100023.2
September 2016FairSatisfactoryFairSatisfactory2100062.8
September 2014FairSatisfactoryFairSatisfactory2100062.8
September 2012FairSatisfactoryFairSatisfactory2350062.6
September 2010PoorSatisfactorySeriousFair2350029.6
May 2009PoorSatisfactorySeriousFair2350029.6
September 2006FairSatisfactoryFairFair2320062.6
October 2004FairSatisfactoryFairFair2228862.7
September 2002FairSatisfactoryFairSatisfactory2645962.4
September 2000FairSatisfactoryFairSatisfactory2556960.3
September 1998FairSatisfactoryFairSatisfactory2556960.3
September 1996FairSatisfactoryFairSatisfactory2220060.8
May 1994FairSatisfactorySatisfactorySatisfactory2180067.3
April 1991FairSatisfactorySatisfactorySatisfactory2140065.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,53202,2123200
Steel Protective Coatingsq. ft.2,532100002,432
Deck
Reinforced Concrete Decksq. ft.16,94515,6096946420
Wearing Surfacessq. ft.16,94516,945000
Substructure
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.804030100
Reinforced Concrete Pier Caplinear ft.1641322840
Joints
Strip Seal Jointlinear ft.3030000
Pourable Jointlinear ft.3030000
Other Jointlinear ft.200200000
Bearings
Movable Bearingeach3003000
Steel Protective Coatingsq. ft.3000030
Fixed Bearingeach60420
Steel Protective Coatingsq. ft.60006
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.848848000
Steel Protective Coatingsq. ft.848848000
Other Material Bridge Raillinear ft.424424000