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TILT HAMMER CR. over CHRISTIANS CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.19221, -78.93486
38°11'32" N, 78°56'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TILT HAMMER CR. over CHRISTIANS CREEK
Structure number:000000000002398
Location:0.18 RT 612 - 0.16 RT 617
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:81.0 ft. [24.7 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2013

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:79 [as of 2004]
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:20.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$350,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2013PoorGoodPoorPoor7920.7
January 2012PoorGoodPoorPoor7920.7
May 2008PoorGoodPoorPoor7920.7
May 2007PoorGoodPoorFair7920.7
July 2005PoorGoodPoorFair7920.7
May 2004PoorGoodPoorFair5620.8
July 2003PoorGoodPoorFair5620.8
May 2002PoorGoodPoorFair5620.8
June 2001PoorGoodPoorFair5620.8
May 2000PoorGoodPoorFair5620.8
May 1999PoorGoodPoorFair5620.8
May 1998PoorGoodPoorFair8520.7
June 1997PoorGoodPoorFair8520.7
June 1996PoorGoodPoorFair8520.7
May 1995PoorFairPoorFair8519.7
May 1994PoorFairPoorPoor8519.7
May 1993PoorFairPoorFair8519.7
August 1991PoorFairPoorFair4119.8
July 1990PoorFairPoorFair4119.8