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BREHMS LANE over HERRING RUN

Baltimore, Maryland

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BREHMS LANE over HERRING RUN
Structure number:200000BC4501010
Location:0.8 MI W ERDMAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:87.9 ft. [26.8 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:8°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:32,043 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:90.8 tons [82.5 metric tons]
Inventory rating:54.3 tons [49.4 metric tons]
Sufficiency rating:46.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$175,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201646.3PoorFairFairPoorSD32043
December 201444.6PoorPoorFairPoorSD28875
December 201262.7FairFairSatisfactoryFairFO28875
December 201062.7FairFairSatisfactoryFairFO28875
December 200962.7FairFairSatisfactoryFairFO28875
December 200762.7FairFairSatisfactoryFairFO28875
October 200562.9FairFairSatisfactoryFairFO27500
September 200362.9FairFairSatisfactoryFairFO27500
November 200164.5FairGoodGoodFairFO23900
November 199964.5FairGoodGoodFairFO23900
November 199765.5FairGoodGoodFairFO23900
January 199765.5FairGoodGoodFairFO23900
March 199567.0FairGoodGoodFairFO23900
October 199283.3FairGoodGoodFair-1229
October 199094.3GoodVery GoodVery GoodGood-1229