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HARFORD ROAD over HERRING RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARFORD ROAD over HERRING RUN
Structure number:200000BC3212010
Location:0.4 MI S ARGONNE DRIVE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:126.0 ft. [38.4 m]
Total length:290.0 ft. [88.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1911
Year reconstructed:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:19,530 [as of 2007]
Truck traffic:5% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:70.8 tons [64.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$331,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201448.0Structurally deficient-PoorFair19530
October 201243.3Structurally deficient-FairPoor19530
October 201039.7Structurally deficientPoorFairPoor19530
December 200939.7Structurally deficientPoorFairPoor19530
December 200739.7Structurally deficientPoorFairPoor19530
November 200559.6Functionally obsolete-FairFair18600
October 200356.4Structurally deficientPoorFairFair18600
December 200157.0Structurally deficientPoorFairFair16000
November 199957.0Structurally deficientPoorFairSatisfactory16000
December 199760.3Functionally obsoleteSatisfactoryFairSatisfactory16000
January 199760.3Functionally obsoleteSatisfactoryFairSatisfactory16000
March 199544.2Structurally deficientSatisfactoryPoorSatisfactory16000
October 199272.7Functionally obsoleteSatisfactorySatisfactorySatisfactory16000
November 199072.7Functionally obsolete-GoodGood16000