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TR 185 over BRANCH OFPIASA CREEK

Map

Coordinates:
+39.00562, -90.19294
39°00'20" N, 90°11'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 185 over BRANCH OFPIASA CREEK
Structure number:042310300000000
Old structure number:000042310318892 (from 1992 edition)
Location:3M SW BRIGHTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.1 ft. [4.3 m]
Total length:30.8 ft. [9.4 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:125 [as of 2012]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 2015100.0Good7 out of 10-125
January 2011100.0Good7 out of 10-50
March 2006100.0Good7 out of 10-50
January 2001100.0Good7 out of 10-50
March 1997100.0Good7 out of 10-50
January 1995100.0Good7 out of 10-50
February 1993100.0Good7 out of 10-50
February 1991100.0Good8 out of 10-50