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SR 3005 over E BR CONOCOCHEAQUE CREEK

Map

Coordinates:
+39.75721, -77.79373
39°45'26" N, 77°47'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3005 over E BR CONOCOCHEAQUE CREEK
Structure number:000000000017541
Old structure number:283005006000000 (from 1992 edition)
Location:1.75 MI NW OF WORLEYTOW
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.9 ft. [13.7 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1941
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,382 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$678,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodFairSatisfactory138270.5
January 2014FairGoodFairSatisfactory136970.5
February 2012FairGoodFairSatisfactory133169.5
February 2010FairGoodFairSatisfactory118269.7
February 2008FairGoodFairSatisfactory116370.7
February 2006FairGoodFairSatisfactory102870.9
March 2004FairGoodFairSatisfactory99370.9
March 2002FairGoodFairSatisfactory97270.9
May 2000FairGoodFairSatisfactory80668.1
April 1998FairFairFairSatisfactory78667.1
January 1996FairFairFairGood33374.2
November 1993FairSatisfactoryFairGood31975.2
January 1992FairSatisfactoryFairGood30775.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,1642,08350310
Deck
Reinforced Concrete Decksq. ft.5,3325,01232000
Wearing Surfacessq. ft.4,7244,724000
Substructure
Masonry Pier Walllinear ft.8484000
Masonry Abutmentlinear ft.120120000
Joints
Other Jointlinear ft.8585000
Bearings
Enclosed/Concealed Bearingeach4804800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3883474100