Share:

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: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,874 [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: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]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201689.0GoodVery GoodExcellentVery GoodFO17874
August 201581.0GoodVery GoodExcellentVery GoodFO55650
September 201481.0GoodVery GoodExcellentVery GoodFO55650
June 201381.0GoodVery GoodExcellentVery GoodFO55650
August 201281.0GoodVery GoodExcellentVery GoodFO55650
March 201181.0GoodVery GoodExcellentVery Good-55650
March 201081.0GoodVery GoodExcellentVery Good-55650
May 200981.0GoodExcellentExcellentExcellent-55650
May 200881.0GoodExcellentExcellentExcellent-55650
July 200781.0GoodExcellentExcellentExcellent-55650
March 200681.0GoodExcellentExcellentExcellent-35850
December 200494.0GoodExcellentExcellentExcellent--
200035.0------