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PULASKI HIGHWAY over HERRING RUN

Map 

Coordinates:
+39.30525, -76.53791
39°18'19" N, 76°32'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PULASKI HIGHWAY over HERRING RUN
Structure number:200000BC4211010
Location:0.6 MI W OF IS 95
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:92.5 ft. [28.2 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Skew angle:49°
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:49,167 [as of 2007]
Truck traffic:8% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:63.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$146,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201463.3Structurally deficient-PoorFair49167
October 201263.3Structurally deficient-PoorFair49167
October 201061.3Structurally deficient-PoorFair49167
December 200961.3Structurally deficient-PoorFair49167
December 200761.3Structurally deficient-PoorFair49167
December 200561.3Structurally deficient-PoorFair49167
October 200361.3Structurally deficient-PoorFair48680
November 200162.1Structurally deficient-PoorFair42700
November 199979.4Not deficient-FairFair42700
January 199891.0Not deficient-SatisfactorySatisfactory42700
February 199591.8Not deficientSatisfactorySatisfactorySatisfactory42700
October 199295.5Not deficientSatisfactorySatisfactorySatisfactory32875
October 199095.5Not deficientGoodSatisfactoryGood32875