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ANNAPOLIS RD over GWYNNS FALLS

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

Facts 

Name:ANNAPOLIS RD over GWYNNS FALLS
Structure number:200000BC5301010
Location:0.1 MI E RUSSELL ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:91.9 ft. [28.0 m]
Total length:188.0 ft. [57.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,896 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$22,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201696.1FairGoodGoodSatisfactory-9896
August 201496.1FairGoodGoodSatisfactory-9896
November 201297.1FairGoodGoodSatisfactory-9896
November 201097.1GoodGoodVery GoodGood-9896
February 200897.1GoodGoodVery GoodGood-9896
December 200597.1GoodGoodVery GoodGood-9425
February 200497.1GoodGoodVery GoodGood-9425
November 200397.1GoodGoodVery GoodGood-9425
November 200197.3GoodGoodVery GoodGood-7250
December 199997.3GoodGoodVery GoodGood-7250
January 199895.3GoodGoodVery GoodGood-7250
March 199597.4GoodGoodVery GoodGood-7250
October 199297.4GoodGoodVery GoodGood-7250
February 199170.2PoorGoodVery GoodPoorSD7250