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PENNINGTON AVENUE over CURTIS CREEK

Map 

Coordinates:
+39.20821, -76.58195
39°12'30" N, 76°34'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PENNINGTON AVENUE over CURTIS CREEK
Structure number:200000BC5217010
Location:2 MI S PATAPSCO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:316.9 ft. [96.6 m]
Total length:1916.1 ft. [584.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Vertical clearance below bridge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:13,500 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:63.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$180,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201463.0Not deficientSatisfactoryFairSatisfactory13500
May 201263.0Not deficientSatisfactoryFairSatisfactory13500
May 201059.0Structurally deficientSeriousFairGood13500
May 200875.0Not deficientSatisfactorySatisfactoryGood13500
March 200875.0Not deficientSatisfactorySatisfactoryGood13500
January 200675.0Not deficientSatisfactorySatisfactoryGood13500
November 200375.0Not deficientGoodSatisfactoryGood13320
January 200275.0Not deficientGoodSatisfactoryGood13320
February 200075.0Not deficientGoodSatisfactoryGood11684
January 199875.0Not deficientGoodGoodGood11684
May 199575.0Not deficientGoodGoodGood11684
October 199265.2Not deficientGoodGoodGood11684
December 199046.2Functionally obsoleteVery GoodGoodGood11684