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IR90 over DOAN CREEK CULVERT

Map

Coordinates:
+41.53917, -81.62972
41°32'21" N, 81°37'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:IR90 over DOAN CREEK CULVERT
Structure number:1808435
Location:.51 MI E OF JCT SR283DA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:115,442 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201670.0Good7 out of 10-115442
November 201570.0Fair6 out of 10-129660
October 201470.0Fair6 out of 10-129660
November 201370.0Fair6 out of 10-129660
December 201270.0Fair6 out of 10-129660
November 201170.0Good7 out of 10-129660
October 201070.0Good7 out of 10-133550
October 200970.0Fair6 out of 10-133550
September 200870.0Fair6 out of 10-133550
September 200770.0Fair6 out of 10-133550
October 200670.0Fair6 out of 10-133550
October 200570.0Fair6 out of 10-133550
October 200470.0Fair6 out of 10-131230
October 200370.0Fair6 out of 10-120465
September 200270.0Fair6 out of 10-120465
August 200070.0Fair6 out of 10-120465
October 199970.0Fair6 out of 10-120465
November 199870.0Fair6 out of 10-120465
October 199670.0Fair6 out of 10-120465
August 199570.0Fair6 out of 10-120465
October 199470.0Good7 out of 10-120465
December 199370.0Fair6 out of 10-124720
July 199270.0Fair6 out of 10-124720
September 199170.0Fair6 out of 10-124720