Share:

SR 23 over OVER RR YARDS GOODALE ST

Map

Coordinates:
+39.97389, -82.99917
39°58'26" N, 82°59'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 23 over OVER RR YARDS GOODALE ST
Structure number:2500876
Location:OVER RR YARDS GOODALE ST
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:243.1 ft. [74.1 m]
Total length:1338.0 ft. [407.8 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1980
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:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,844 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:91.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201691.7GoodVery GoodExcellentExcellentFO21844
August 201591.6GoodVery GoodExcellentExcellentFO23100
September 201491.6GoodVery GoodExcellentExcellentFO23100
June 201391.6GoodExcellentExcellentExcellentFO23100
August 201289.6GoodExcellentExcellentExcellentFO23100
March 201189.6GoodExcellentExcellentExcellentFO23100
March 201089.6GoodExcellentExcellentExcellentFO23100
May 200989.6GoodExcellentExcellentExcellentFO23100
May 200889.6GoodExcellentVery GoodVery GoodFO23100
July 200778.0FairSatisfactoryGoodFairFO23100
August 200678.0FairSatisfactoryGoodFairFO23100
September 200578.0FairSatisfactoryGoodFairFO23100
February 200578.0FairGoodGoodFairFO23100
October 200377.9FairGoodGoodFairFO23570
December 200289.5FairGoodGoodSatisfactoryFO23570
November 200189.5FairGoodGoodSatisfactoryFO23570
March 199989.5FairGoodVery GoodSatisfactoryFO23570
April 199889.5FairGoodVery GoodSatisfactoryFO23570
March 199789.5FairGoodVery GoodSatisfactoryFO23570
March 199691.3FairGoodVery GoodSatisfactoryFO11350
March 199491.2FairSatisfactoryGoodSatisfactoryFO11350
February 199390.2FairFairGoodSatisfactoryFO11350
March 199290.2FairFairGoodSatisfactoryFO11350
February 199190.2FairFairGoodSatisfactoryFO11350