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315 C over OVER RMP NA 315S-NEIL AV

Map 

Coordinates:
+39.97361, -83.01667
39°58'25" N, 83°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:315 C over OVER RMP NA 315S-NEIL AV
Structure number:2506254
Location:GOODALE ST. OVR RAMP NA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.3 ft. [25.4 m]
Total length:83.3 ft. [25.4 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:58°
Owner:State Highway Agency [01]
Year built:1998
Year reconstructed:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:22,990 [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: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 minimum criteria [6]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:85.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201585.8Functionally obsoleteVery GoodExcellentExcellent22990
November 201485.8Functionally obsoleteVery GoodExcellentExcellent22990
September 201385.8Functionally obsoleteVery GoodExcellentExcellent22990
August 201283.8Not deficientExcellentExcellentExcellent22990
December 201183.8Not deficientExcellentExcellentExcellent22990
October 201083.8Not deficientExcellentExcellentExcellent22990
October 200983.8Not deficientExcellentExcellentExcellent22990
December 200883.8Not deficientExcellentExcellentExcellent22990
November 200783.8Functionally obsoleteExcellentExcellentExcellent22990
March 200683.8Functionally obsoleteExcellentExcellentExcellent22990
January 200583.8Functionally obsoleteExcellentExcellentExcellent22990
December 200234.0Not deficientExcellentExcellentExcellent-