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ST CLAIR AVE CR 9 over EUCLID CREEK

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST CLAIR AVE CR 9 over EUCLID CREEK
Structure number:1831909
Location:100' E OF EAST 185 STR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.7 ft. [17.9 m]
Total length:61.7 ft. [18.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,218 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:77.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201677.2FairSatisfactoryVery GoodSatisfactoryFO10218
April 201575.1FairSatisfactoryVery GoodSatisfactoryFO21787
August 201374.1FairSatisfactoryVery GoodGoodFO21787
June 201275.1FairSatisfactoryVery GoodGoodFO21787
July 201176.1FairSatisfactoryVery GoodGoodFO21787
July 201077.1GoodGoodVery GoodGoodFO21787
June 200977.1GoodGoodVery GoodGoodFO21787
July 200777.1GoodGoodVery GoodGoodFO21787
September 200577.1GoodGoodVery GoodGoodFO21787
September 200477.1GoodGoodVery GoodGoodFO21787
August 200377.1GoodGoodVery GoodVery GoodFO21787
May 200277.1GoodGoodVery GoodVery GoodFO21787
July 200177.1GoodGoodVery GoodVery GoodFO21787
May 199978.7GoodGoodVery GoodVery GoodFO12489
April 199878.7GoodGoodVery GoodVery GoodFO12489
May 199778.7GoodGoodVery GoodVery GoodFO12489
July 199677.7GoodGoodVery GoodVery GoodFO12489
May 199577.9GoodVery GoodVery GoodVery GoodFO10730
August 199378.9GoodVery GoodVery GoodExcellent-10730
April 199278.9GoodVery GoodVery GoodExcellent-10730
June 199177.9GoodVery GoodVery GoodExcellent-10730