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GLEN ROAD over KILGOUR BRANCH

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GLEN ROAD over KILGOUR BRANCH
Structure number:200000M-0013010
Location:1.5 MI WEST OF MD 189
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:26.9 ft. [8.2 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1942
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,600 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.5 tons [19.5 metric tons]
Sufficiency rating:45.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$303,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201645.0FairFairSatisfactoryFairFO5600
January 201545.0FairFairSatisfactoryFairFO5600
January 201450.2FairSatisfactorySatisfactoryFairFO5990
January 201349.1FairSatisfactorySatisfactoryFairFO5990
January 201249.1FairSatisfactorySatisfactoryFairFO5990
January 201049.3FairSatisfactorySatisfactoryFairFO5600
January 200957.1FairSatisfactorySatisfactorySatisfactoryFO5600
January 200757.1FairSatisfactorySatisfactorySatisfactoryFO5600
January 200558.1FairGoodSatisfactorySatisfactoryFO5590
January 200357.0FairFairSatisfactorySatisfactoryFO5590
January 200152.2FairGoodSatisfactorySatisfactoryFO3950
January 199952.2FairGoodSatisfactorySatisfactoryFO3950
January 199756.0FairGoodGoodSatisfactoryFO1332
January 199558.0GoodVery GoodVery GoodGoodFO1332
May 199356.3FairVery GoodVery GoodSatisfactoryFO1332
August 199134.6FairGoodSatisfactorySatisfactoryFO1332