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CHERRY CREEK DR over GOLDSMITH GULCH

Map 

Coordinates:
+39.68981, -104.91153
39°41'23" N, 104°54'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

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]
Operating rating:99.7 tons [90.6 metric tons]
Inventory rating:99.7 tons [90.6 metric tons]
Sufficiency rating:84.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201584.4Not deficient---5514
January 201384.4Not deficient---5514
January 201185.5Not deficient---4446
October 200884.5Not deficient---4446
December 200665.9Functionally obsolete---6158
August 200466.9Functionally obsolete---6158
October 200295.4Not deficient---6158
August 200095.5Not deficient---5362
December 199995.5Not deficient---5362
December 199895.5Not deficient---5362
May 199695.5Not deficient---5223