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US 40 EDMONDSON AV over GWYNNS FALLS, CSX

Map 

Coordinates:
+39.29427, -76.67000
39°17'39" N, 76°40'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 40 EDMONDSON AV over GWYNNS FALLS, CSX
Structure number:200000BC2202010
Location:0.2 MI E HILTON PKWY
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:147.0 ft. [44.8 m]
Total length:541.7 ft. [165.1 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1970
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 [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:45.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$35,026,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201645.6PoorPoorSeriousFairSD3900
March 201545.6PoorPoorSeriousFairSD3900
March 201445.6PoorPoorSeriousFairSD3900
March 201347.5PoorPoorSeriousFairSD3900
March 201249.5PoorFairSeriousFairSD3900
March 201049.5PoorFairSeriousFairSD3900
January 200849.5PoorFairSeriousFairSD3900
December 200549.5PoorFairSeriousFairSD3900
December 200349.5PoorFairSeriousFairSD3860
December 200149.7PoorFairSeriousFairSD3382
December 199983.2FairSatisfactoryFairSatisfactory-3382
December 199783.2FairGoodFairGood-3382
January 199783.2FairGoodFairGood-3382
March 199584.1FairGoodFairGood-3382
December 199284.1FairGoodFairGood-3382
November 199095.2FairGoodSatisfactorySatisfactory-3382