Share:

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 2014 

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:82.8 tons [75.3 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:98.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201498.5Not deficientGoodGoodSatisfactory5650
July 201298.5Not deficientGoodGoodSatisfactory5650
August 201098.5Not deficientGoodGoodSatisfactory5650
December 200998.5Not deficientGoodGoodSatisfactory5650
December 200798.5Not deficientGoodGoodSatisfactory5650
November 200598.5Not deficientGoodGoodSatisfactory5650
August 200396.5Not deficientGoodGoodSatisfactory5650
January 200296.5Not deficientGoodGoodGood5600
February 200097.6Not deficientGoodGoodGood4625
February 199898.6Not deficientGoodGoodGood4625
March 199598.7Not deficientGoodGoodSatisfactory4625
November 199299.7Not deficientGoodGoodGood4625
February 199199.7Not deficientSatisfactoryGoodVery Good4625