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SR-66 over TRIBUTARY OF BRUSH CREEK

Map 

Coordinates:
+41.48444, -84.30611
41°29'04" N, 84°18'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-66 over TRIBUTARY OF BRUSH CREEK
Structure number:3502155
Location:0.93 MI N. CR V
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,503 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:69.5 tons [63.2 metric tons]
Inventory rating:41.7 tons [37.9 metric tons]
Sufficiency rating:93.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201693.8GoodExcellentExcellentExcellent-5503
October 201593.9GoodExcellentExcellentExcellent-5370
October 201493.9GoodExcellentExcellentVery Good-5370
October 201360.5PoorPoorPoorGoodSD5370
October 201261.5PoorPoorPoorGoodSD5370
October 201161.0PoorPoorPoorGoodSD5790
October 201061.0PoorPoorPoorGoodSD5790
October 200980.8FairFairFairGood-5790
October 200878.7FairFairFairGood-7050
October 200778.7FairFairFairGood-7050
October 200691.6FairSatisfactorySatisfactoryGood-7050
November 200591.5FairSatisfactorySatisfactoryGood-7150
October 200490.6FairSatisfactorySatisfactoryGood-8290
October 200391.6FairSatisfactorySatisfactoryGood-8290
October 200191.6FairSatisfactorySatisfactoryGood-8290
October 200091.6FairSatisfactorySatisfactoryGood-8290
November 199893.6FairSatisfactorySatisfactoryGood-5760
November 199793.6FairSatisfactorySatisfactoryGood-5760
October 199593.5FairSatisfactorySatisfactoryGood-5816
November 199493.5FairSatisfactoryGoodGood-5816
December 199393.5FairSatisfactoryGoodGood-5816
December 199293.5FairSatisfactorySatisfactoryGood-5816
December 199193.5FairSatisfactorySatisfactoryGood-5816