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RELOCATED MONROE S over GWYNNS FALLS

Map

Coordinates:
+39.26864, -76.63189
39°16'07" N, 76°37'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,110 [as of 2016]
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]
Inventory rating:62.8 tons [57.1 metric tons]
Sufficiency rating:66.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$53,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201666.0FairGoodSatisfactorySatisfactoryFO19110
December 201466.0FairGoodSatisfactorySatisfactoryFO17220
December 201265.0FairGoodSatisfactoryGoodFO17220
December 201066.0GoodGoodGoodGoodFO17220
December 200966.0GoodGoodGoodGoodFO17220
February 200866.0GoodGoodGoodGoodFO17220
December 200566.0GoodGoodGoodGoodFO16400
November 200366.0GoodGoodVery GoodGoodFO16400
November 200166.0GoodGoodVery GoodGoodFO14349
December 199966.0GoodGoodVery GoodGoodFO14349
December 199766.0GoodGoodVery GoodGoodFO14349
January 199766.0GoodGoodVery GoodGoodFO14349
March 199568.0GoodGoodVery GoodGood-14349
October 199266.6FairGoodGoodSatisfactory-14349
October 199166.6GoodVery GoodVery GoodGood-14349

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,2671,15111600
Deck
Reinforced Concrete Decksq. ft.8,8008,800000
Substructure
Reinforced Concrete Pier Walllinear ft.4949000
Reinforced Concrete Abutmentlinear ft.9895300
Joints
Compression Jointlinear ft.98004949
Bearings
Movable Bearingeach1401130
Fixed Bearingeach77000
Bridge Rail
Other Material Bridge Raillinear ft.408408000