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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,057 [as of 2015]
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]
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:96.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.9GoodGoodVery GoodVery Good-11057
May 201597.1GoodGoodVery GoodVery Good-9600
April 201497.1FairSatisfactoryVery GoodVery Good-9600
March 201397.1FairSatisfactoryVery GoodVery Good-9600
May 201297.1FairSatisfactoryVery GoodVery Good-9600
August 201197.1FairSatisfactoryVery GoodVery Good-9600
June 201097.1GoodVery GoodVery GoodVery Good-9600
April 200997.1GoodVery GoodVery GoodVery Good-9600
April 200897.1GoodVery GoodVery GoodVery Good-9600
May 200797.1GoodVery GoodVery GoodExcellent-9600
April 200697.1GoodVery GoodVery GoodExcellent-9600
February 200597.1GoodVery GoodVery GoodExcellent-9600
October 200397.1GoodVery GoodVery GoodExcellent-9600
January 200297.1GoodVery GoodVery GoodExcellent-9600
November 199997.1GoodVery GoodVery GoodExcellent-9600
November 199897.1GoodVery GoodVery GoodExcellent-9600
October 199593.0GoodVery GoodExcellentExcellent-9600
November 199393.2GoodExcellentExcellentExcellent-9600
April 199393.2GoodExcellentExcellentExcellent-9600