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TR 224 over PIKE CREEK

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

Map

Coordinates:
+40.91510, -87.77975
40°54'54" N, 87°46'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 224 over PIKE CREEK
Structure number:000038453309138
Location:3.25 W MARTINTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:100.1 ft. [30.5 m]
Total length:103.4 ft. [31.5 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:Town or Township Highway Agency [03]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2009

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:150 [as of 2009]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:29.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2009FairSatisfactorySatisfactoryFair15029.9
May 1999FairSatisfactorySatisfactoryFair5052.3
April 1991FairSatisfactorySatisfactoryGood5057.6