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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 2016 

Good/Fair/Poor Condition:Fair
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: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]
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:57.4 tons [52.2 metric tons]
Inventory rating:34.4 tons [31.3 metric tons]
Sufficiency rating:62.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$180,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201662.6FairSatisfactoryFairSatisfactory-13500
May 201463.0FairSatisfactoryFairSatisfactory-13500
May 201263.0FairSatisfactoryFairSatisfactory-13500
May 201059.0PoorSeriousFairGoodSD13500
May 200875.0FairSatisfactorySatisfactoryGood-13500
March 200875.0FairSatisfactorySatisfactoryGood-13500
January 200675.0FairSatisfactorySatisfactoryGood-13500
November 200375.0FairGoodSatisfactoryGood-13320
January 200275.0FairGoodSatisfactoryGood-13320
February 200075.0FairGoodSatisfactoryGood-11684
January 199875.0GoodGoodGoodGood-11684
May 199575.0GoodGoodGoodGood-11684
October 199265.2GoodGoodGoodGood-11684
December 199046.2GoodVery GoodGoodGoodFO11684