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SR 3007 LEMAR RD. over W BR CONOCOCHEAGUE CREEK

Map

Coordinates:
+39.87683, -77.87488
39°52'37" N, 77°52'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3007 LEMAR RD. over W BR CONOCOCHEAGUE CREEK
Structure number:000000000017545
Old structure number:283007017011470 (from 1992 edition)
Location:VILLAGE OF MARKES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:73.2 ft. [22.3 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,910 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:28.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,586,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairFair191028.7
March 2014FairFairFairFair176728.9
March 2012FairFairFairFair171829.0
March 2010FairFairFairFair171129.0
March 2008FairFairFairFair168372.0
April 2006FairFairFairFair161772.0
April 2004FairFairFairFair147971.8
May 2002FairFairFairFair142671.9
April 2000FairFairFairFair189371.7
March 1998FairFairFairFair184771.7
February 1996FairSatisfactoryFairFair168873.3
November 1993FairSatisfactoryFairFair161673.3
January 1992FairSatisfactoryFairFair155573.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,8731,48438270
Deck
Reinforced Concrete Decksq. ft.5,3765,376000
Wearing Surfacessq. ft.5,3765,376000
Substructure
Reinforced Concrete Pier Walllinear ft.102732540
Reinforced Concrete Abutmentlinear ft.10696910
Joints
Other Jointlinear ft.9494000
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Other Material Bridge Raillinear ft.384384000