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CHASE STREET over I-83, ABANDONED RR

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:CHASE STREET over I-83, ABANDONED RR
Structure number:200000BC1401010
Location:0.03 MI S OF FALLSWAY
Purpose:Carries highway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:77.1 ft. [23.5 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
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:4
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:12,750 [as of 2007]
Truck traffic:10% 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 corrrective action [3]
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:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$30,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201664.0FairSatisfactorySatisfactoryFairFO12750
September 201464.0FairSatisfactorySatisfactoryFairFO12750
September 201264.0FairSatisfactorySatisfactoryFairFO12750
September 201063.0FairSatisfactorySatisfactoryFairFO12750
January 201063.0FairSatisfactoryGoodFairFO12750
January 200863.0FairSatisfactoryGoodFairFO12750
December 200563.0FairSatisfactoryGoodFairFO12750
February 200463.0FairSatisfactoryGoodFairFO12750
January 200263.0FairGoodGoodFairFO12619
January 200063.2FairGoodGoodFair-11069
February 199874.6GoodGoodGoodGood-11069
June 199575.9GoodGoodGoodGood-11069
January 199374.9FairGoodSatisfactorySatisfactory-11069
November 199074.9FairSatisfactorySatisfactorySatisfactoryFO11069