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I 25 SERVICE RD over PINE CREEK SR

Map

Coordinates:
+38.93845, -104.81331
38°56'18" N, 104°48'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 25 SERVICE RD over PINE CREEK SR
Structure number:I-17-O
Location:1.4 MI N OF JCT I-25 BUS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.5 ft. [22.4 m]
Total length:188.7 ft. [57.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,068 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:46.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$653,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairFairSatisfactoryFair106846.3
August 2014FairFairSatisfactoryFair106846.3
August 2012FairFairSatisfactoryFair831035.8
August 2010FairFairSatisfactoryFair831046.0
September 2008FairFairSatisfactorySatisfactory831053.6
September 2006FairFairSatisfactorySatisfactory831053.6
August 2004FairFairSatisfactorySatisfactory747258.0
September 2000FairFairSatisfactorySatisfactory727457.7
September 1998FairFairSatisfactorySatisfactory727457.7
August 1996FairFairSatisfactorySatisfactory644057.9
October 1994FairFairSatisfactorySatisfactory644057.8
September 1992FairSatisfactorySatisfactorySatisfactory600056.6
August 1990FairSatisfactoryGoodSatisfactory600056.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.75687653160
Steel Protective Coatingsq. ft.756756000
Deck
Reinforced Concrete Decksq. ft.6,0371,5094,52800
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.5651500
Joints
Open Jointlinear ft.64044200
Other Jointlinear ft.64392500
Bearings
Movable Bearingeach1201200
Steel Protective Coatingsq. ft.1201200
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.378037800
Steel Protective Coatingsq. ft.378378000