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US 50 ML EBND over DRY CREEK

Map 

Coordinates:
+38.28023, -104.56791
38°16'49" N, 104°34'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 50 ML EBND over DRY CREEK
Structure number:K-18-BZ
Location:IN PUEBLO, NEAR E EDGE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:29.9 ft. [9.1 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$228,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201461.2Functionally obsoleteSatisfactorySatisfactoryFair3800
May 201274.2Not deficientSatisfactoryGoodSatisfactory4100
May 201074.2Not deficientSatisfactoryGoodSatisfactory4100
July 200874.2Not deficientSatisfactoryGoodSatisfactory4100
June 200674.2Not deficientSatisfactoryGoodSatisfactory4050
May 200468.2Functionally obsoleteSatisfactoryGoodSatisfactory4521
June 200270.2Not deficientSatisfactoryGoodSatisfactory5196
May 200067.6Functionally obsoleteSatisfactoryGoodSatisfactory4625
June 199865.6Functionally obsoleteSatisfactoryGoodSatisfactory4625
May 199664.9Not deficientSatisfactoryGoodSatisfactory4000
May 199463.0Functionally obsoleteSatisfactoryGoodSatisfactory4000
June 199268.1Functionally obsoleteSatisfactorySatisfactorySatisfactory4000
April 199067.1Functionally obsoleteFairGoodSatisfactory3700