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THIRD ST (US23) over OVER I-670

Map 

Coordinates:
+39.97556, -82.99972
39°58'32" N, 82°59'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:THIRD ST (US23) over OVER I-670
Structure number:2500914
Location:.19 MI EAST OF HIGH ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:87.6 ft. [26.7 m]
Total length:293.6 ft. [89.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:55,650 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201581.0Functionally obsoleteVery GoodExcellentVery Good55650
September 201481.0Functionally obsoleteVery GoodExcellentVery Good55650
June 201381.0Functionally obsoleteVery GoodExcellentVery Good55650
August 201281.0Functionally obsoleteVery GoodExcellentVery Good55650
March 201181.0Not deficientVery GoodExcellentVery Good55650
March 201081.0Not deficientVery GoodExcellentVery Good55650
May 200981.0Not deficientExcellentExcellentExcellent55650
May 200881.0Not deficientExcellentExcellentExcellent55650
July 200781.0Not deficientExcellentExcellentExcellent55650
March 200681.0Not deficientExcellentExcellentExcellent35850
December 200494.0Not deficientExcellentExcellentExcellent-
200035.0Not deficient----