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I-895 SB over HERRING RUN

Map 

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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201589.3Not deficientGoodGoodGood26930
November 201389.3Not deficientGoodGoodGood26930
January 201289.1Not deficientGoodGoodGood29100
March 201189.1Not deficientVery GoodVery GoodGood29100
January 201089.1Not deficientVery GoodVery GoodGood29100
March 200996.1Not deficientVery GoodGoodGood20513
May 200895.1Not deficientFairSatisfactoryGood20513
April 200795.1Not deficientFairSatisfactoryGood20513
February 200595.1Not deficientFairSatisfactoryGood20513
March 200496.1Not deficientSatisfactoryGoodSatisfactory20513
March 200396.1Not deficientSatisfactoryGoodSatisfactory20513
April 200296.1Not deficientSatisfactorySatisfactorySatisfactory20513
April 200196.6Not deficientSatisfactoryGoodSatisfactory15200
April 200096.6Not deficientSatisfactoryGoodSatisfactory15200
March 199996.6Not deficientSatisfactoryGoodSatisfactory15200
March 199896.6Not deficientSatisfactoryGoodSatisfactory15200
April 199696.6Not deficientSatisfactoryGoodSatisfactory15200
February 199496.9Not deficientGoodVery GoodGood15200
January 199296.9Not deficientGoodGoodGood15200