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BELAIR ROAD over HERRING RUN

Map 

Coordinates:
+39.32646, -76.56754
39°19'35" N, 76°34'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BELAIR ROAD over HERRING RUN
Structure number:200000BC4402010
Location:0.6 MI W ERDMAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.2 ft. [15.9 m]
Total length:52.2 ft. [15.9 m]
Roadway width between curbs:63.3 ft. [19.3 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
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:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:2,150 [as of 2007]
Truck traffic:8% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$51,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.7Not deficient-FairFair2150
August 201284.7Not deficient-FairFair2150
August 201095.7Not deficient-SatisfactorySatisfactory2150
December 200995.7Not deficient-SatisfactorySatisfactory2150
December 200795.7Not deficient-SatisfactorySatisfactory2260
October 200595.7Not deficient-SatisfactorySatisfactory2150
August 200395.7Not deficient-SatisfactorySatisfactory2150
November 200185.7Not deficientSatisfactorySatisfactoryFair1900
November 199985.7Not deficientSatisfactorySatisfactoryFair1900
November 199769.6Structurally deficientSatisfactorySatisfactoryPoor1900
January 199769.6Structurally deficientSatisfactorySatisfactoryPoor1900
March 199567.6Structurally deficientSatisfactorySatisfactoryPoor1900
October 199293.7Not deficientSatisfactorySatisfactorySatisfactory8379
October 199082.5Not deficientGoodSatisfactoryFair8379