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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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:110,004 [as of 2015]
Truck traffic:3% 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201698.0GoodVery GoodExcellentExcellent-110004
November 201598.0GoodVery GoodExcellentExcellent-98780
October 201498.0GoodExcellentExcellentExcellent-98780
October 201398.0GoodExcellentExcellentExcellent-98780
September 201298.0GoodExcellentExcellentExcellent-98780
November 201198.0GoodExcellentExcellentExcellent-98780
November 201098.0GoodExcellentExcellentExcellent-104810
October 200993.0FairVery GoodVery GoodSatisfactory-110000
October 200893.0FairGoodGoodSatisfactory-110000
November 200793.0FairGoodGoodSatisfactory-110000
July 200693.0FairSatisfactorySatisfactorySatisfactory-117180
March 200693.0FairSatisfactorySatisfactorySatisfactory-117180
December 200493.0FairSatisfactorySatisfactorySatisfactory-117180
December 200393.0FairSatisfactorySatisfactorySatisfactory-111020
October 200282.0FairSatisfactoryFairSatisfactory-105121
November 199982.0FairGoodFairSatisfactory-98283
October 199882.0FairGoodFairSatisfactory-98283
August 199682.0FairGoodFairSatisfactory-103620
November 199591.0FairGoodGoodSatisfactoryFO103620
November 199480.0FairGoodSatisfactoryFairFO103620
August 199380.0FairGoodSatisfactoryFairFO103620
August 199280.0FairGoodSatisfactoryFairFO103620
August 199191.0FairVery GoodSatisfactorySatisfactoryFO103620