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LARIMER STREET over CHERRY CREEK

Map

Coordinates:
+39.74685, -105.00052
39°44'49" N, 105°00'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LARIMER STREET over CHERRY CREEK
Structure number:D-01-CC-050
Location:LARIMER ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,124 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:52.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$712,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairSatisfactory512452.0
October 2016FairFairFairSatisfactory512452.0
October 2014FairFairFairSatisfactory603551.8
October 2012FairFairFairSatisfactory603551.8
October 2010FairFairSatisfactoryGood623062.0
November 2008FairSatisfactorySatisfactoryGood479263.3
October 2006FairSatisfactoryGoodGood479263.3
July 2004FairSatisfactoryGoodGood479263.3
November 2002FairSatisfactoryGoodGood479262.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7146526200
Deck
Reinforced Concrete Top Flangesq. ft.6,3246,22621770
Wearing Surfacessq. ft.6,3246,00803160
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.128128000
Reinforced Concrete Pier Caplinear ft.5850800
Bridge Rail
Other Material Bridge Raillinear ft.20410110300