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23S RAMP TO 670 E over RAMP US23DS-I670E OVER 2

Map 

Coordinates:
+39.97556, -82.99806
39°58'32" N, 82°59'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:23S RAMP TO 670 E over RAMP US23DS-I670E OVER 2
Structure number:2506246
Location:.03 MI S OF IR670
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.9 ft. [21.3 m]
Total length:173.2 ft. [52.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,825 [as of 2003]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:73.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201673.5GoodVery GoodExcellentExcellentFO27825
November 201573.5GoodVery GoodExcellentExcellentFO27825
November 201473.5GoodVery GoodExcellentExcellentFO27825
September 201373.5GoodExcellentExcellentExcellentFO27825
November 201273.5GoodExcellentExcellentExcellentFO27825
October 201173.5GoodExcellentExcellentExcellent-27825
June 201073.5GoodExcellentExcellentExcellent-27825
August 200973.5GoodExcellentExcellentExcellent-27825
November 200873.5GoodExcellentExcellentExcellent-27825
November 200773.5GoodExcellentExcellentExcellent-27825
March 200671.4GoodExcellentExcellentExcellent-27825
December 200471.4GoodExcellentExcellentExcellent-27825
March 20032.0FairFairSatisfactorySatisfactory-26200
February 200277.9FairFairSatisfactorySatisfactory-17379
March 200080.3FairFairSatisfactorySatisfactory-14470
March 199980.3FairFairSatisfactorySatisfactory-14470
March 199881.5FairFairSatisfactorySatisfactory-3910
March 199780.5FairSatisfactorySatisfactorySatisfactory-3910
February 199680.5FairSatisfactorySatisfactorySatisfactory-3910
March 199575.6FairFairSatisfactorySatisfactoryFO3910
March 199475.6FairFairSatisfactoryGoodFO3910
February 199375.6FairFairSatisfactoryGoodFO3910
March 199273.6PoorPoorSatisfactoryGoodSD3910
February 199175.6FairFairGoodGoodFO3910