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CTY BR 56 over FISHING CREEK

Map

Coordinates:
+40.98144, -76.47258
40°58'53" N, 76°28'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTY BR 56 over FISHING CREEK
Structure number:000000000012864
Old structure number:197501202000560 (from 1992 edition)
Location:0.2 MI. NNE OF RUPERT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.1 ft. [17.1 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Vertical clearance above deck:9.5 ft. [2.9 m]
Owner:County Highway Agency [02]
Year built:1847
Year reconstructed:2001
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:375 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:74.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201574.9GoodVery GoodExcellentGoodFO375
April 201374.9GoodVery GoodExcellentGoodFO375
April 201174.9GoodVery GoodExcellentGoodFO375
April 200979.7GoodVery GoodExcellentGood-375
June 200774.7GoodVery GoodExcellentGood-375
June 200574.7GoodVery GoodExcellentGood-375
June 200374.7GoodVery GoodExcellentGood-375
May 200174.7GoodExcellentExcellentGood-375
August 199921.9PoorGoodCriticalFairSD198
September 199721.9PoorGoodCriticalFairSD198
September 199522.0PoorGoodCriticalFairSD198
September 199422.0PoorGoodCriticalFairSD198
September 199322.0PoorSatisfactoryPoorSatisfactorySD198
September 199221.0PoorFairSeriousSatisfactorySD198
September 199135.9FairSatisfactorySatisfactorySatisfactorySD450