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ANTHONY WAYNE RD over MILL CREEK

Map 

Coordinates:
+39.20167, -84.47167
39°12'06" N, 84°28'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANTHONY WAYNE RD over MILL CREEK
Structure number:3136388
Location:OVER MILL CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Owner:County Highway Agency [02]
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:Other [9]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 1990]
Truck traffic:3% 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:83.4 tons [75.8 metric tons]
Inventory rating:50.3 tons [45.7 metric tons]
Sufficiency rating:97.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201597.1Not deficientGoodVery GoodVery Good9600
April 201497.1Not deficientSatisfactoryVery GoodVery Good9600
March 201397.1Not deficientSatisfactoryVery GoodVery Good9600
May 201297.1Not deficientSatisfactoryVery GoodVery Good9600
August 201197.1Not deficientSatisfactoryVery GoodVery Good9600
June 201097.1Not deficientVery GoodVery GoodVery Good9600
April 200997.1Not deficientVery GoodVery GoodVery Good9600
April 200897.1Not deficientVery GoodVery GoodVery Good9600
May 200797.1Not deficientVery GoodVery GoodExcellent9600
April 200697.1Not deficientVery GoodVery GoodExcellent9600
February 200597.1Not deficientVery GoodVery GoodExcellent9600
October 200397.1Not deficientVery GoodVery GoodExcellent9600
January 200297.1Not deficientVery GoodVery GoodExcellent9600
November 199997.1Not deficientVery GoodVery GoodExcellent9600
November 199897.1Not deficientVery GoodVery GoodExcellent9600
October 199593.0Not deficientVery GoodExcellentExcellent9600
November 199393.2Not deficientExcellentExcellentExcellent9600
April 199393.2Not deficientExcellentExcellentExcellent9600