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RELOCATED MONROE S over GWYNNS FALLS

Map 

Coordinates:
+39.26864, -76.63189
39°16'07" N, 76°37'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RELOCATED MONROE S over GWYNNS FALLS
Structure number:200000BC5222010
Location:MONROE ST & ANNAP RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:88.9 ft. [27.1 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1975
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:2
Main spans material:Steel continuous [4]
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:17,220 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$53,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201466.0Functionally obsoleteGoodSatisfactorySatisfactory17220
December 201265.0Functionally obsoleteGoodSatisfactoryGood17220
December 201066.0Functionally obsoleteGoodGoodGood17220
December 200966.0Functionally obsoleteGoodGoodGood17220
February 200866.0Functionally obsoleteGoodGoodGood17220
December 200566.0Functionally obsoleteGoodGoodGood16400
November 200366.0Functionally obsoleteGoodVery GoodGood16400
November 200166.0Functionally obsoleteGoodVery GoodGood14349
December 199966.0Functionally obsoleteGoodVery GoodGood14349
December 199766.0Functionally obsoleteGoodVery GoodGood14349
January 199766.0Functionally obsoleteGoodVery GoodGood14349
March 199568.0Not deficientGoodVery GoodGood14349
October 199266.6Not deficientGoodGoodSatisfactory14349
October 199166.6Not deficientVery GoodVery GoodGood14349