Share:

SH 133 FRONTAGE RD over HUBBARD CREEK SR

Map

Coordinates:
+38.91744, -107.54954
38°55'03" N, 107°32'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 133 FRONTAGE RD over HUBBARD CREEK SR
Structure number:I-06-M
Location:ORIG 133 NEAR BOWIE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:556 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:59.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair55659.9
October 2016FairSatisfactorySatisfactoryFair55661.9
October 2014FairSatisfactorySatisfactoryFair55661.9
October 2012FairSatisfactorySatisfactoryFair55661.9
October 2010FairSatisfactorySatisfactoryFair55662.9
October 2008FairSatisfactorySatisfactoryFair5074.6
November 2006FairSatisfactorySatisfactoryFair5074.6
November 2004FairSatisfactorySatisfactoryFair23666.7
October 2002FairSatisfactorySatisfactoryFair23666.7
December 2000FairSatisfactorySatisfactoryFair22066.4
December 1998FairSatisfactorySatisfactoryFair22053.5
October 1996FairSatisfactorySatisfactoryFair180040.4
November 1994FairSatisfactorySatisfactoryFair180039.4
January 1992FairGoodGoodSatisfactory135048.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,48001,458220
Substructure
Steel Columneach1201200
Steel Protective Coatingsq. ft.1212000
Masonry Abutmentlinear ft.157157000
Steel Pier Caplinear ft.157015700
Steel Protective Coatingsq. ft.157157000
Deck
Corrugated or Orthotropic Decksq. ft.984764200200
Wearing Surfacessq. ft.984098400
Steel Protective Coatingsq. ft.984984000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.269262700
Steel Protective Coatingsq. ft.269269000