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GOLD CAMP ROAD over BEAR CREEK

Map 

Coordinates:
+38.82003, -104.89213
38°49'12" N, 104°53'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GOLD CAMP ROAD over BEAR CREEK
Structure number:CSG-C.80-07.65
Location:INT. OF BEAR CREEK RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.5 ft. [2.9 m]
Total length:20.3 ft. [6.2 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:623 [as of 2013]
Truck traffic:2% of total traffic
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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$109,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201462.9Functionally obsolete---623
May 201262.9Functionally obsolete---777
May 201062.9Functionally obsolete---777
February 200862.9Functionally obsolete---478
April 200666.9Functionally obsolete---478
May 200466.9Functionally obsolete---478
April 200276.0Functionally obsolete---351
June 200070.9Not deficient---351
200070.9Not deficient---351
September 199870.9Not deficient---351
October 199683.9Functionally obsolete---417
July 199464.8Functionally obsolete---417
October 199284.8Functionally obsolete---417
August 199086.2Functionally obsolete---100