+39.30734, -76.54309
39°18'26" N, 76°32'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-895 SB over HERRING RUN
Structure number:300000BCY139012
Location:MILEPOST M13.9
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:58.1 ft. [17.7 m]
Total length:177.2 ft. [54.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1957
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,930 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:46.4 tons [42.2 metric tons]
Sufficiency rating:89.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201589.3GoodGoodGoodGood-26930
November 201389.3GoodGoodGoodGood-26930
January 201289.1GoodGoodGoodGood-29100
March 201189.1GoodVery GoodVery GoodGood-29100
January 201089.1GoodVery GoodVery GoodGood-29100
March 200996.1GoodVery GoodGoodGood-20513
May 200895.1FairFairSatisfactoryGood-20513
April 200795.1FairFairSatisfactoryGood-20513
February 200595.1FairFairSatisfactoryGood-20513
March 200496.1FairSatisfactoryGoodSatisfactory-20513
March 200396.1FairSatisfactoryGoodSatisfactory-20513
April 200296.1FairSatisfactorySatisfactorySatisfactory-20513
April 200196.6FairSatisfactoryGoodSatisfactory-15200
April 200096.6FairSatisfactoryGoodSatisfactory-15200
March 199996.6FairSatisfactoryGoodSatisfactory-15200
March 199896.6FairSatisfactoryGoodSatisfactory-15200
April 199696.6FairSatisfactoryGoodSatisfactory-15200
February 199496.9GoodGoodVery GoodGood-15200
January 199296.9GoodGoodGoodGood-15200