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SR 350 over CASTATORS CREEK

Map

Coordinates:
+39.14833, -85.20833
39°08'54" N, 85°12'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 350 over CASTATORS CREEK
Structure number:031870
Location:00.04 W SR 129
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.9 ft. [8.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1956
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,490 [as of 2004]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201598.0Good7 out of 10-3490
October 201398.0Fair6 out of 10-3490
November 201198.0Fair6 out of 10-3490
October 200998.0Fair6 out of 10-3490
October 200798.0Fair6 out of 10-3490
October 200598.0Fair6 out of 10-3490
January 200498.0Good7 out of 10-3422
March 200298.0Good7 out of 10-3422
April 200098.3Good7 out of 10-2655
June 199898.3Good7 out of 10-2655
July 199698.3Good7 out of 10-2655
August 199498.3Good7 out of 10-2400
April 199398.3Good7 out of 10-2400
July 199098.3Good7 out of 10-2400