Share:

ARGONNE DRIVE over HERRING RUN

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

Facts

Name:ARGONNE DRIVE over HERRING RUN
Structure number:200000BC3401010
Location:0.2 MI W HARFORD RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.1 ft. [23.2 m]
Total length:384.9 ft. [117.3 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:2011
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:5
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: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,600 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:98.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201698.4GoodVery GoodVery GoodGood-11600
December 201398.4GoodVery GoodVery GoodGood-11600
December 201197.4GoodExcellentExcellentGood-11600
December 200949.4PoorFairFairPoorSD11600
December 200749.4PoorFairFairPoorSD11600
December 200549.4PoorFairFairPoorSD11600
October 200348.4PoorSatisfactorySatisfactoryPoorSD11600
January 200265.8FairSatisfactorySatisfactoryFairFO9990
January 200065.8FairSatisfactorySatisfactoryFairFO9990
January 199864.8FairSatisfactorySatisfactoryFairFO9990
March 199566.7FairSatisfactorySatisfactoryFairFO9990
October 199266.7FairSatisfactorySatisfactoryFairFO9990
December 199066.7FairVery GoodSatisfactoryFairFO9990