+39.24579, -76.61174
39°14'45" N, 76°36'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:200000BC5218010
Location:0.7 MI S HANOVER ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:120.1 ft. [36.6 m]
Total length:1700.2 ft. [518.2 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:15
Main spans material:Concrete continuous [2]
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: July 2016 

Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:79.4
Estimated cost of work:$66,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201679.4Not deficientGoodGoodGood14000
July 201479.4Not deficientGoodGoodGood14000
July 201279.4Not deficientGoodVery GoodVery Good14000
July 201079.4Not deficientGoodVery GoodVery Good14000
September 200879.4Not deficientGoodVery GoodVery Good14000
January 200879.4Not deficientGoodExcellentVery Good14000
January 200679.4Not deficientGoodGoodExcellent14000
200077.3Not deficient---14000
January 200234.8Structurally deficientPoorPoorPoor13320
January 200035.3Structurally deficientPoorPoorPoor11684
January 199835.3Structurally deficientPoorPoorPoor11684
September 199538.2Structurally deficientPoorPoorPoor11684
November 199238.2Structurally deficientPoorPoorPoor11684
May 199156.2Not deficientFairFairFair11684