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T413,COVERED BRG R over BRUSH CREEK

Map

Coordinates:
+39.97139, -78.27173
39°58'17" N, 78°16'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:T413,COVERED BRG R over BRUSH CREEK
Structure number:000000000004480
Old structure number:057206041330160 (from 1992 edition)
Location:3 MI.SW.OF BREEZEWOOD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:95.1 ft. [29.0 m]
Total length:149.0 ft. [45.4 m]
Roadway width between curbs:10.2 ft. [3.1 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Vertical clearance above deck:9.5 ft. [2.9 m]
Owner:County Highway Agency [02]
Year built:1889
Year reconstructed:2015
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:25 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:48.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201548.5GoodGoodGoodGood-25
August 20130.0PoorImminent FailureImminent FailureGoodSD25
October 201142.4FairFairFairGoodFO25
October 200952.0FairSatisfactorySatisfactoryGoodFO25
October 200852.0FairSatisfactorySatisfactoryGoodFO25
October 200752.0GoodGoodVery GoodVery GoodFO25
November 200652.0GoodGoodVery GoodVery GoodFO25
November 200551.8GoodGoodVery GoodVery GoodFO25
January 200551.8GoodGoodVery GoodVery GoodFO25
February 200451.8GoodGoodVery GoodVery GoodFO25
February 200351.8GoodGoodVery GoodVery GoodFO25
April 200151.8GoodGoodVery GoodVery GoodFO25
April 199951.8GoodGoodVery GoodVery Good-25
June 199751.8GoodVery GoodVery GoodVery Good-25
July 199551.8GoodVery GoodVery GoodVery Good-25