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US 1 over BEALMEAR BRANCH

Map

Coordinates:
+39.19256, -76.75079
39°11'33" N, 76°45'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 1 over BEALMEAR BRANCH
Structure number:100000130002010
Location:0.46 MILE NORTH OF MD 100
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.1 ft. [11.0 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,932 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:73.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$180,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201673.0FairFairFairSatisfactory-35932
September 201473.0FairFairFairSatisfactory-35932
May 201273.0FairFairFairSatisfactory-35932
May 201073.0FairFairFairSatisfactory-35932
May 200873.0FairFairFairSatisfactory-35202
May 200673.0FairFairFairSatisfactory-32750
December 200470.0FairFairFairSatisfactory-32750
November 200272.5FairFairFairSatisfactory-20275
December 200070.5FairFairFairSatisfactory-20275
December 199870.5FairFairFairSatisfactory-20275
December 199684.3FairSatisfactorySatisfactorySatisfactory-20275
December 199482.0FairSatisfactorySatisfactorySatisfactory-25375
December 199271.0FairSatisfactoryFairSatisfactory-25375
February 199171.0FairSatisfactoryFairGood-25375