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SR 4 (PADDOCK RD.) over IR 75

Map 

Coordinates:
+39.19417, -84.47528
39°11'39" N, 84°28'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 4 (PADDOCK RD.) over IR 75
Structure number:3100464
Location:OVER IR 75
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:145.0 ft. [44.2 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:121.4 ft. [37.0 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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:28,090 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201593.2Not deficientGoodVery GoodVery Good28090
June 201493.2Not deficientGoodVery GoodVery Good28090
July 201393.2Not deficientGoodVery GoodVery Good28090
September 201293.2Not deficientGoodVery GoodVery Good28090
July 201193.2Not deficientGoodVery GoodVery Good28090
October 201093.6Not deficientSatisfactoryVery GoodVery Good24140
December 200993.6Not deficientSatisfactoryVery GoodVery Good24140
October 200893.6Not deficientGoodVery GoodVery Good24140
July 200793.6Not deficientGoodExcellentVery Good24140
September 200693.6Not deficientGoodExcellentVery Good24140
September 200593.9Not deficientVery GoodExcellentVery Good20920
January 200593.9Not deficientVery GoodExcellentVery Good20920
December 200393.7Not deficientVery GoodExcellentVery Good23050
200093.5Not deficient---23050