Share:

BALTIMORE STREET over GWYNNS FALLS, CSX

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

Facts 

Name:BALTIMORE STREET over GWYNNS FALLS, CSX
Structure number:200000BC2402010
Location:0.2 MI E HILTON PKWY
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Local (Urban) [19]
Length of largest span:113.9 ft. [34.7 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:2000
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:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:8,570 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$27,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201473.9Functionally obsoleteGoodGoodGood8570
April 201273.9Functionally obsoleteGoodGoodGood8570
April 201080.0Functionally obsoleteGoodGoodGood8570
April 200880.0Functionally obsoleteGoodGoodGood8570
April 200680.0Not deficientGoodGoodGood8570
March 200480.0Not deficientGoodGoodGood8570
November 200380.0Not deficientVery GoodGoodGood8570
December 200129.4Structurally deficientGoodSatisfactoryGood13427
December 19993.0Structurally deficientPoorPoorPoor13427
December 19973.0Not deficientPoorPoorPoor13427
January 19973.0Not deficientPoorPoorPoor13427
March 19953.0Not deficientPoorPoorPoor13427
October 199247.6Not deficientPoorPoorPoor13427
November 19902.0Structurally deficient-SeriousFair13427