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CARVER-WISMER ROAD over CABIN RUN (COVERED BRDG)

Map 

Coordinates:
+40.42294, -75.12777
40°25'23" N, 75°07'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CARVER-WISMER ROAD over CABIN RUN (COVERED BRDG)
Structure number:000000000007108
Old structure number:091003023000000 (from 1992 edition)
Location:PIPERSVILLE 17B04
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:70.9 ft. [21.6 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Vertical clearance above deck:9.5 ft. [2.9 m]
Owner:State Highway Agency [01]
Year built:1874
Year reconstructed:1996
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
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: December 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:486 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:48.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$119,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201548.1FairSatisfactoryFairSatisfactoryFO486
January 201448.1FairSatisfactoryFairSatisfactoryFO358
February 201214.8FairSatisfactoryFairSatisfactorySD403
February 201048.1FairSatisfactoryFairSatisfactoryFO400
February 200848.1FairSatisfactoryFairSatisfactoryFO400
February 200647.9FairSatisfactoryFairSatisfactoryFO395
November 200447.9FairSatisfactoryFairSatisfactory-388
October 200348.0FairSatisfactoryFairSatisfactory-373
November 200248.0FairSatisfactoryFairSatisfactory-329
November 200155.0FairSatisfactorySatisfactoryGood-325
August 200055.0FairSatisfactorySatisfactoryGood-325
September 199953.1FairSatisfactorySatisfactoryGood-244
August 199855.1FairSatisfactorySatisfactorySatisfactory-240
July 199755.1FairSatisfactorySatisfactorySatisfactory-269
July 199655.1FairSatisfactorySatisfactorySatisfactory-263
August 199548.0FairSatisfactoryFairFairFO263