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LANCASTER ST. AT C over HARFORD RUN

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

Facts 

Name:LANCASTER ST. AT C over HARFORD RUN
Structure number:200000BC8018010
Location:LANCASTER ST AT CENTRAL A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:33.1 ft. [10.1 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,650 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:98.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201698.5FairGoodGoodSatisfactory-5650
June 201498.5FairGoodGoodSatisfactory-5650
July 201298.5FairGoodGoodSatisfactory-5650
August 201098.5FairGoodGoodSatisfactory-5650
December 200998.5FairGoodGoodSatisfactory-5650
December 200798.5FairGoodGoodSatisfactory-5650
November 200598.5FairGoodGoodSatisfactory-5650
August 200396.5FairGoodGoodSatisfactory-5650
January 200296.5GoodGoodGoodGood-5600
February 200097.6GoodGoodGoodGood-4625
February 199898.6GoodGoodGoodGood-4625
March 199598.7FairGoodGoodSatisfactory-4625
November 199299.7GoodGoodGoodGood-4625
February 199199.7FairSatisfactoryGoodVery Good-4625