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SH 82 ML over I70 ML,COLORADO RVR,RR

Map 

Coordinates:
+39.54836, -107.32466
39°32'54" N, 107°19'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 82 ML over I70 ML,COLORADO RVR,RR
Structure number:F-07-A
Location:GLENWOOD SPRINGS
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:675.9 ft. [206.0 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1969
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:24,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:41.9 tons [38.1 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:43.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201443.2Functionally obsoleteSatisfactorySatisfactorySatisfactory24000
November 201343.2Functionally obsoleteSatisfactorySatisfactorySatisfactory26000
September 201243.2Functionally obsoleteSatisfactorySatisfactorySatisfactory26000
August 201047.4Functionally obsoleteSatisfactorySatisfactorySatisfactory25900
September 200847.4Functionally obsoleteSatisfactorySatisfactorySatisfactory25900
August 200647.4Functionally obsoleteSatisfactorySatisfactorySatisfactory42100
August 200447.4Functionally obsoleteSatisfactorySatisfactorySatisfactory25091
September 200247.4Functionally obsoleteSatisfactorySatisfactorySatisfactory29728
September 200042.9Functionally obsoleteSatisfactorySatisfactorySatisfactory22208
September 199842.9Functionally obsoleteSatisfactorySatisfactorySatisfactory22208
August 199643.9Functionally obsoleteSatisfactorySatisfactorySatisfactory26400
September 199440.5Functionally obsoleteSatisfactorySatisfactorySatisfactory22400
July 199143.9Functionally obsoleteGoodGoodSatisfactory22900