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SR 315 over OVER ACKERMAN ROAD

Map 

Coordinates:
+40.01833, -83.03389
40°01'06" N, 83°02'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 315 over OVER ACKERMAN ROAD
Structure number:2515636
Location:5.17 MI N OF S70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:57.1 ft. [17.4 m]
Total length:185.7 ft. [56.6 m]
Roadway width between curbs:117.5 ft. [35.8 m]
Deck width edge-to-edge:120.4 ft. [36.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
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 2015 

Status:Open, no restriction [A]
Average daily traffic:98,780 [as of 2010]
Truck traffic:4% 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:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.7 tons [79.7 metric tons]
Inventory rating:52.4 tons [47.6 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201598.0Not deficientVery GoodExcellentExcellent98780
October 201498.0Not deficientExcellentExcellentExcellent98780
October 201398.0Not deficientExcellentExcellentExcellent98780
September 201298.0Not deficientExcellentExcellentExcellent98780
November 201198.0Not deficientExcellentExcellentExcellent98780
November 201098.0Not deficientExcellentExcellentExcellent104810
October 200993.0Not deficientVery GoodVery GoodSatisfactory110000
October 200893.0Not deficientGoodGoodSatisfactory110000
November 200793.0Not deficientGoodGoodSatisfactory110000
July 200693.0Not deficientSatisfactorySatisfactorySatisfactory117180
March 200693.0Not deficientSatisfactorySatisfactorySatisfactory117180
December 200493.0Not deficientSatisfactorySatisfactorySatisfactory117180
December 200393.0Not deficientSatisfactorySatisfactorySatisfactory111020
October 200282.0Not deficientSatisfactoryFairSatisfactory105121
November 199982.0Not deficientGoodFairSatisfactory98283
October 199882.0Not deficientGoodFairSatisfactory98283
August 199682.0Not deficientGoodFairSatisfactory103620
November 199591.0Functionally obsoleteGoodGoodSatisfactory103620
November 199480.0Functionally obsoleteGoodSatisfactoryFair103620
August 199380.0Functionally obsoleteGoodSatisfactoryFair103620
August 199280.0Functionally obsoleteGoodSatisfactoryFair103620
August 199191.0Functionally obsoleteVery GoodSatisfactorySatisfactory103620