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EVERGREEN LAKE RD over BEAR CREEK

Map 

Coordinates:
+39.63272, -105.34025
39°37'58" N, 105°20'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EVERGREEN LAKE RD over BEAR CREEK
Structure number:D-27-MP-070
Location:@ INLET TO EVERGREEN LAKE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.2 ft. [8.0 m]
Total length:28.2 ft. [8.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2014 

Status:Posted for load [P]
Average daily traffic:290 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:11.0 tons [10.0 metric tons]
Inventory rating:8.1 tons [7.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:16.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$903,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201416.6Structurally deficientGoodPoorPoor290
November 201224.0Structurally deficientGoodFairSatisfactory290
November 201019.3Structurally deficientGoodFairSatisfactory510
October 200819.3Structurally deficientGoodFairSatisfactory510
November 200619.3Structurally deficientGoodFairSatisfactory524
October 200419.3Structurally deficientGoodFairSatisfactory524
May 200319.1Structurally deficientVery GoodFairFair524
August 200044.9Structurally deficientGoodSatisfactorySatisfactory95
November 199944.9Structurally deficientGoodGoodGood95
November 199844.9Structurally deficientGoodGoodGood95
May 199647.0Structurally deficientGoodGoodGood103
November 199443.2Structurally deficientGoodGoodGood103