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S.R. 126 over ANTHONY WAYNE, NSRR

Map 

Coordinates:
+39.20444, -84.46806
39°12'16" N, 84°28'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.R. 126 over ANTHONY WAYNE, NSRR
Structure number:3104915
Location:.48 MI WEST OF I-75
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:115.2 ft. [35.1 m]
Total length:421.9 ft. [128.6 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built:1990
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:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 1993]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201598.9Not deficientGoodGoodGood8000
October 201498.9Not deficientGoodGoodGood8000
August 201396.9Not deficientGoodGoodGood8000
December 201296.9Not deficientGoodGoodGood8000
October 201196.9Not deficientGoodGoodGood8000
December 201096.9Not deficientGoodGoodGood8000
October 200996.9Not deficientGoodGoodGood8000
November 200896.9Not deficientSatisfactoryGoodGood8000
November 200796.9Not deficientGoodGoodGood8000
December 200696.9Not deficientSatisfactoryVery GoodGood8000
September 200596.9Not deficientVery GoodVery GoodGood8000
November 200496.9Not deficientVery GoodVery GoodVery Good8000
December 200396.9Not deficientVery GoodVery GoodVery Good8000
November 200296.9Not deficientVery GoodVery GoodVery Good8000
January 200296.8Not deficientVery GoodVery GoodVery Good8000
November 200096.8Not deficientVery GoodVery GoodVery Good8000
December 199996.8Not deficientVery GoodVery GoodGood8000
October 199896.8Not deficientVery GoodVery GoodGood8000