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TIPTON LAKES BLVD over TIPTON LAKES CANAL

Map

Coordinates:
+39.18799, -85.97684
39°11'17" N, 85°58'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TIPTON LAKES BLVD over TIPTON LAKES CANAL
Structure number:0300225
Location:00.36 S OF GOELLER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:78.1 ft. [23.8 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2011]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 1016095.0
February 2015Good7 out of 1016096.0
January 2013Good7 out of 1016098.0
March 2011Good7 out of 1016098.0
May 2008Good7 out of 1013098.0
May 2006GoodN out of 1013091.0
June 2004GoodN out of 1013096.0
June 2002GoodN out of 1013096.0
May 2000GoodN out of 1013091.0
September 1998GoodN out of 1013091.0
May 1996GoodN out of 1013093.0
June 1994Good7 out of 10110100.0
February 1992GoodN out of 1011093.0
March 1990GoodN out of 1010093.0