MD 85 over BALLENGER CREEK

Map

Coordinates:
+39.36459, -77.41676
39°21'53" N, 77°25'00" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	MD 85 over BALLENGER CREEK
Structure number:	100000100012010
Location:	1.3 MILES SOUTH OF IS 270
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	60.0 ft. `[18.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	38.7 ft. `[11.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1926
Year reconstructed:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	15,140 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	71.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$158,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2016	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2015	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2014	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2013	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2012	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
July 2011	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2010	Fair	Satisfactory	Satisfactory	Satisfactory	15140	71.0
June 2009	Fair	Satisfactory	Satisfactory	Satisfactory	15530	70.7
June 2008	Fair	Satisfactory	Satisfactory	Satisfactory	15530	70.7
June 2007	Fair	Satisfactory	Satisfactory	Satisfactory	15350	70.8
June 2006	Fair	Satisfactory	Satisfactory	Satisfactory	15350	70.8
June 2005	Fair	Satisfactory	Satisfactory	Satisfactory	15350	70.8
June 2004	Fair	Satisfactory	Satisfactory	Satisfactory	15350	70.8
June 2003	Fair	Satisfactory	Satisfactory	Satisfactory	15350	70.8
June 2002	Fair	Satisfactory	Satisfactory	Satisfactory	28250	66.0
June 2001	Fair	Satisfactory	Satisfactory	Satisfactory	28250	66.0
June 2000	Fair	Satisfactory	Satisfactory	Satisfactory	28250	66.0
May 1999	Fair	Satisfactory	Satisfactory	Satisfactory	28250	66.0
May 1997	Fair	Satisfactory	Satisfactory	Satisfactory	28250	66.0
May 1995	Fair	Satisfactory	Satisfactory	Satisfactory	8450	75.3
June 1994	Fair	Satisfactory	Satisfactory	Satisfactory	8450	75.3
June 1993	Fair	Satisfactory	Satisfactory	Satisfactory	8450	75.3
May 1991	Fair	Fair	Satisfactory	Satisfactory	8450	69.9