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US 50 ML WBND 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 WBND over DRY CREEK
Structure number:K-18-BY
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:124.3 ft. [37.9 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+Mod / HS 20+Mod [6]
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Sufficiency rating:68.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,010,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201668.7FairFairFairFairFO3800
May 201460.2FairFairFairFairFO3800
May 201262.2FairFairFairFair-4100
May 201062.2FairFairSatisfactoryFair-4100
July 200862.2FairFairSatisfactoryFair-4100
June 200662.2FairFairSatisfactoryFair-4050
May 200457.1FairFairSatisfactoryFairFO4521
June 200259.1FairFairSatisfactoryFair-5196
May 200056.4FairFairSatisfactoryFairFO4625
June 199854.4FairFairSatisfactoryFairFO4625
May 199653.7FairFairSatisfactoryFair-4000
May 199462.0FairFairSatisfactorySatisfactoryFO4000
June 199268.1FairSatisfactoryGoodSatisfactoryFO4000
April 199068.1FairSatisfactoryGoodSatisfactoryFO3700