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GOLF COURSE RD over BEAR CREEK

Map 

Coordinates:
+39.63331, -105.33636
39°37'60" N, 105°20'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GOLF COURSE RD over BEAR CREEK
Structure number:D-27-MP-090
Location:AT GOLF COURSE CLUB HOUSE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:12.5 ft. [3.8 m]
Deck width edge-to-edge:12.8 ft. [3.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:103 [as of 2013]
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:10.0 tons [9.1 metric tons]
Inventory rating:10.0 tons [9.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$388,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 20152.0Structurally deficientSeriousSatisfactorySerious103
November 20142.0Structurally deficientSeriousSatisfactorySerious103
November 20132.0Structurally deficientSeriousSatisfactoryPoor103
November 201117.0Structurally deficientSeriousSatisfactoryPoor10
November 201017.0Structurally deficientSeriousSatisfactoryPoor10
November 200917.0Structurally deficientSeriousSatisfactoryPoor10
October 200826.8Structurally deficientSeriousSatisfactoryFair10
November 200610.4Structurally deficientSeriousSatisfactoryFair339
October 200410.4Structurally deficientSeriousSatisfactoryFair339
October 200230.6Structurally deficientFairGoodGood339
August 200033.3Structurally deficientFairGoodGood179
November 199925.2Structurally deficientSatisfactoryGoodGood1788
November 199825.2Structurally deficientSatisfactoryGoodGood1788
May 199640.1Structurally deficientSatisfactorySatisfactoryGood70
November 199433.9Structurally deficientSatisfactorySatisfactoryGood70