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T-600,CRAIG ROAD over OVER WOODCOCK CREEK

Map

Coordinates:
+41.70250, -80.12580
41°42'09" N, 80°07'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T-600,CRAIG ROAD over OVER WOODCOCK CREEK
Structure number:000000000013513
Old structure number:207235060030410 (from 1992 edition)
Location:JUST SOUTH OF SAEGERTOWN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:74.2 ft. [22.6 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Vertical clearance above deck:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1896
Year reconstructed:1994
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:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:250 [as of 2018]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:22.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$807,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSatisfactoryPoorFair25022.4
April 2017PoorSatisfactoryPoorFair25022.4
April 2016PoorSatisfactoryPoorFair25022.4
April 2014PoorSatisfactoryPoorFair25022.4
April 2012PoorSatisfactoryPoorFair25022.4
April 2010PoorSeriousPoorFair25018.0
April 2008PoorPoorPoorFair25019.1
May 2006PoorSatisfactoryPoorFair25022.4
May 2004PoorSatisfactoryPoorFair25022.4
May 2002PoorSatisfactoryPoorFair25022.4
June 2000PoorSatisfactoryPoorFair25022.4
October 1998FairVery GoodFairFair25021.2
October 1996FairVery GoodFairSatisfactory25027.5
September 1994PoorFairCriticalSatisfactory25018.9
September 1992PoorPoorCriticalSatisfactory100012.8
November 1990FairGoodFairGood25016.9