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N. THIRD ST(US23D) over RAMP 670WB-23DSB O NS RR

Map 

Coordinates:
+39.97194, -82.99889
39°58'19" N, 82°59'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. THIRD ST(US23D) over RAMP 670WB-23DSB O NS RR
Structure number:2500868
Location:OVER CONV CTR CONN & NSRR
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:95.1 ft. [29.0 m]
Total length:467.9 ft. [142.6 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:18,990 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201595.3Not deficientExcellentExcellentExcellent18990
September 201495.3Not deficientExcellentExcellentExcellent18990
June 201393.2Functionally obsoleteExcellentExcellentExcellent18990
August 201291.2Functionally obsoleteExcellentExcellentExcellent18990
March 201191.2Functionally obsoleteExcellentExcellentExcellent18990
March 201091.2Functionally obsoleteExcellentExcellentExcellent18990
May 200991.2Functionally obsoleteExcellentExcellentExcellent18990
May 200891.2Functionally obsoleteExcellentExcellentExcellent18990
July 200791.2Functionally obsoleteExcellentExcellentExcellent18990