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PENNINGTON AVENUE over CABIN BRANCH

Map 

Coordinates:
+39.21425, -76.58752
39°12'51" N, 76°35'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PENNINGTON AVENUE over CABIN BRANCH
Structure number:200000BC5216011
Location:1.5 MI S PATAPSCO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:78.1 ft. [23.8 m]
Total length:291.0 ft. [88.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:Steel continuous [4]
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: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,500 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:64.4 tons [58.5 metric tons]
Inventory rating:38.4 tons [34.9 metric tons]
Sufficiency rating:73.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201673.1FairGoodSatisfactorySatisfactoryFO13500
April 201472.1GoodGoodGoodGoodFO13500
April 201272.1GoodGoodGoodGoodFO13500
April 201072.1GoodGoodGoodGoodFO13500
February 200872.1GoodGoodGoodGoodFO13500
January 200572.1GoodGoodGoodGoodFO13500
October 200372.1GoodGoodGoodGoodFO13500
November 200172.2GoodGoodGoodGoodFO13320
January 200072.8GoodGoodGoodGoodFO11684
February 199873.8GoodVery GoodVery GoodGoodFO11684
July 199573.8GoodGoodVery GoodGoodFO11684