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MD 249 over ST GEORGES CREEK

Map

Coordinates:
+38.13641, -76.49886
38°08'11" N, 76°29'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 249 over ST GEORGES CREEK
Structure number:100000180026010
Location:0.46 MILE S OF STARK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:401.9 ft. [122.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:10
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,530 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:52.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$908,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactoryFair153052.6
January 2017FairSatisfactorySatisfactoryFair153052.6
January 2015FairSatisfactoryFairFair153052.6
January 2013FairSatisfactorySatisfactorySatisfactory153065.7
December 2010FairSatisfactorySatisfactorySatisfactory153065.7
October 2008FairSatisfactorySatisfactorySatisfactory209064.7
October 2006FairSatisfactorySatisfactorySatisfactory162565.7
October 2004FairSatisfactorySatisfactorySatisfactory162565.7
October 2002FairSatisfactorySatisfactoryFair145054.7
October 2000FairSatisfactorySatisfactoryFair145054.7
October 1998FairSatisfactorySatisfactoryFair145054.7
October 1996FairSatisfactorySatisfactoryFair145054.7
October 1994FairSatisfactorySatisfactoryGood300062.2
July 1993FairSatisfactorySatisfactorySatisfactory300062.2
April 1991FairSatisfactorySatisfactorySatisfactory300060.1