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SR 3 over OVER I-670

Map 

Coordinates:
+39.97806, -82.98972
39°58'41" N, 82°59'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 3 over OVER I-670
Structure number:2500051
Location:0.88 MI. S. OF IR 71
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:138.1 ft. [42.1 m]
Total length:276.3 ft. [84.2 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:8,840 [as of 2010]
Truck traffic:6% 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:Superior to present desirable criteria [9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201577.9Functionally obsoleteVery GoodExcellentExcellent8840
February 201477.9Functionally obsoleteVery GoodVery GoodExcellent8840
January 201377.9Functionally obsoleteVery GoodVery GoodExcellent8840
January 201277.9Functionally obsoleteVery GoodVery GoodExcellent8840
January 201077.9Functionally obsoleteVery GoodVery GoodExcellent8760
January 200977.9Functionally obsoleteVery GoodVery GoodExcellent8760
April 200877.9Functionally obsoleteExcellentVery GoodExcellent8760
July 200779.9Not deficientVery GoodVery GoodExcellent8760
March 200677.8Not deficientExcellentExcellentExcellent10120
December 200477.8Not deficientExcellentExcellentExcellent10120
November 200277.9Not deficientExcellentExcellentExcellent8920
December 199979.4Not deficientExcellentExcellentExcellent13500
November 199877.4Not deficientExcellentExcellentExcellent13500
February 199679.6Not deficientExcellentExcellentExcellent15000
April 199479.6Not deficientExcellentExcellentExcellent15000
199479.6Not deficient---15000