TR 399 over MILL CREEK

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


+39.18677, -87.63010
39°11'12" N, 87°37'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 399 over MILL CREEK
Structure number:000012313603091
Location:1 MI N OF YORK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Owner:Town or Township Highway Agency [03]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2012

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2006]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:38.8 tons [35.3 metric tons]
Inventory rating:23.3 tons [21.2 metric tons]
Sufficiency rating:51.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$368,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201251.3PoorFairFairPoorSD10
August 201052.0PoorFairFairPoorSD10
June 200852.0PoorFairFairPoorSD10
January 200651.9PoorFairFairPoorSD59
May 200451.9PoorFairFairPoorSD59
May 200267.9FairFairFairFairFO59
February 200079.9FairSatisfactorySatisfactorySatisfactoryFO59
September 199879.9FairSatisfactorySatisfactorySatisfactoryFO59
September 199679.9FairSatisfactorySatisfactorySatisfactoryFO59
March 199480.6FairSatisfactorySatisfactorySatisfactoryFO10
December 199180.6FairSatisfactorySatisfactorySatisfactoryFO10