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FALLSWAY over I-83 & JAIL PARKING LOTS

Map 

Coordinates:
+39.30167, -76.61000
39°18'06" N, 76°36'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FALLSWAY over I-83 & JAIL PARKING LOTS
Structure number:200000BC1501010
Location:0.03 MI S OF MIDDLE ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:86.0 ft. [26.2 m]
Total length:751.0 ft. [228.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Year reconstructed:1992
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:10
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,823 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.3 tons [81.2 metric tons]
Inventory rating:53.4 tons [48.5 metric tons]
Sufficiency rating:64.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201664.2FairSatisfactorySatisfactoryFairFO7823
September 201461.9FairSatisfactorySatisfactoryFairFO17700
September 201261.9FairSatisfactorySatisfactoryFairFO17700
September 201073.6FairGoodSatisfactorySatisfactoryFO17700
October 200973.6FairGoodSatisfactorySatisfactoryFO17700
October 200773.6FairGoodGoodSatisfactoryFO17700
November 200573.6FairGoodGoodSatisfactoryFO17700
October 200373.6FairGoodGoodSatisfactoryFO17700
January 200273.6FairVery GoodGoodSatisfactoryFO17526
February 200074.0FairVery GoodGoodSatisfactory-15374
February 199874.0FairVery GoodGoodSatisfactory-15374
June 199573.8GoodVery GoodGoodGood-15374
January 199373.8GoodVery GoodGoodGood-15374
December 199073.8GoodVery GoodVery GoodGoodFO15374