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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 2016

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]
Pier/abutment protection:Navigation protection not required [1]
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 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, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7146546000
Deck
Reinforced Concrete Decksq. ft.6,3243,98402,3400
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.204198600