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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: December 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.3GoodExcellentExcellentExcellent-18990
August 201595.3GoodExcellentExcellentExcellent-18990
September 201495.3GoodExcellentExcellentExcellent-18990
June 201393.2GoodExcellentExcellentExcellentFO18990
August 201291.2GoodExcellentExcellentExcellentFO18990
March 201191.2GoodExcellentExcellentExcellentFO18990
March 201091.2GoodExcellentExcellentExcellentFO18990
May 200991.2GoodExcellentExcellentExcellentFO18990
May 200891.2GoodExcellentExcellentExcellentFO18990
July 200791.2GoodExcellentExcellentExcellentFO18990