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25TH STREET over FOUNTAIN CREEK

Map 

Coordinates:
+38.82848, -104.83499
38°49'43" N, 104°50'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:25TH STREET over FOUNTAIN CREEK
Structure number:CSG-E.15-09.46
Location:0.2 MI S OF COLORADO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.5 ft. [9.0 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:349 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.5 tons [32.3 metric tons]
Inventory rating:21.2 tons [19.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$320,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201451.5Functionally obsoleteSatisfactoryFairGood349
May 201251.5Functionally obsoleteSatisfactoryFairGood385
May 201051.5Functionally obsoleteSatisfactoryFairGood385
February 200851.4Functionally obsoleteSatisfactoryFairGood988
April 200651.4Functionally obsoleteSatisfactoryFairGood988
May 200449.4Functionally obsoleteSatisfactoryFairGood988
April 200247.0Functionally obsoleteSatisfactoryFairSatisfactory147
June 200048.8Functionally obsoleteSatisfactoryFairGood147
October 199948.8Functionally obsoleteSatisfactoryFairGood147
October 199848.8Functionally obsoleteSatisfactoryFairGood147
October 199649.7Functionally obsoleteSatisfactoryFairSatisfactory560
July 199462.9Functionally obsoleteSatisfactoryFairSatisfactory560
October 199262.9Functionally obsoleteSatisfactoryFairSatisfactory560
August 199062.9Functionally obsoleteSatisfactoryFairSatisfactory493