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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 2014 

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:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201472.1Functionally obsoleteGoodGoodGood13500
April 201272.1Functionally obsoleteGoodGoodGood13500
April 201072.1Functionally obsoleteGoodGoodGood13500
February 200872.1Functionally obsoleteGoodGoodGood13500
January 200572.1Functionally obsoleteGoodGoodGood13500
October 200372.1Functionally obsoleteGoodGoodGood13500
November 200172.2Functionally obsoleteGoodGoodGood13320
January 200072.8Functionally obsoleteGoodGoodGood11684
February 199873.8Functionally obsoleteVery GoodVery GoodGood11684
July 199573.8Functionally obsoleteGoodVery GoodGood11684