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CHERRY CREEK DR over GOLDSMITH GULCH

Map

Coordinates:
+39.68973, -104.91146
39°41'23" N, 104°54'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHERRY CREEK DR over GOLDSMITH GULCH
Structure number:D-11-GG-010A
Location:E OF MONACO PKWY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.5 ft. [3.8 m]
Total length:44.6 ft. [13.6 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,514 [as of 2013]
Truck traffic:6% of total traffic
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 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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair5 out of 10551484.4
January 2015Fair5 out of 10551484.4
January 2013Fair5 out of 10551484.4
January 2011Fair5 out of 10444685.5
October 2008Fair5 out of 10444684.5
December 2006Fair6 out of 10615865.9
August 2004Good7 out of 10615866.9
October 2002Good7 out of 10615895.4
August 2000Good7 out of 10536295.5
December 1999Good7 out of 10536295.5
December 1998Good7 out of 10536295.5
May 1996Good7 out of 10522395.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Steel Culvertlinear ft.2003615950
Steel Protective Coatingsq. ft.2003600164
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Steel Protective Coatingsq. ft.9090000