US 30; Lincoln hwy over BR.CAMPBELLS RUN


+39.91356, -77.81202
39°54'49" N, 77°48'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30; Lincoln hwy over BR.CAMPBELLS RUN
Structure number:000000000017317
Old structure number:280030020029350 (from 1992 edition)
Location:.5 MI. W.OF ST.THOMAS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:30.8 ft. [9.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1938
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,128 [as of 2018]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:79.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$444,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairFair812879.9
April 2016FairFairFairFair814679.9
April 2014FairFairFairFair970981.0
April 2012FairFairFairFair889581.6
April 2010FairFairFairFair877979.5
April 2008FairFairFairFair984678.9
April 2006FairFairFairFair984979.9
April 2004FairFairFairFair960979.9
May 2002FairFairFairFair912277.5
April 2000FairFairFairSatisfactory956476.2
March 1998FairFairFairSatisfactory933177.4
February 1996FairFairFairFair951279.0
February 1994FairFairFairFair910780.2
March 1992FairSatisfactorySatisfactoryFair910782.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.36110824580
Reinforced Concrete Decksq. ft.1,8021,555237100
Wearing Surfacessq. ft.1,7001,700000
Reinforced Concrete Abutmentlinear ft.204019590
Reinforced Concrete Pile Cap/Footinglinear ft.203020300
Enclosed/Concealed Bearingeach2220020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6800680