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NORTH BEND RD over MILL CREEK

Map 

Coordinates:
+39.20000, -84.48667
39°12'00" N, 84°29'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORTH BEND RD over MILL CREEK
Structure number:3137139
Location:0.7MI.W. OF VINE ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:85.0 ft. [25.9 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1995
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,659 [as of 1985]
Truck traffic:7% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201580.2Functionally obsoleteGoodVery GoodVery Good4659
March 201480.2Functionally obsoleteGoodVery GoodVery Good4659
February 201380.2Functionally obsoleteGoodVery GoodVery Good4659
March 201280.2Functionally obsoleteGoodVery GoodVery Good4659
May 201080.2Functionally obsoleteExcellentExcellentExcellent4659
April 200980.2Functionally obsoleteExcellentExcellentExcellent4659
April 200880.2Functionally obsoleteExcellentExcellentExcellent4659
May 200780.2Functionally obsoleteExcellentExcellentExcellent4659
April 200680.2Functionally obsoleteExcellentExcellentExcellent4659
February 200580.2Functionally obsoleteExcellentExcellentExcellent4659
December 200280.2Functionally obsoleteExcellentExcellentExcellent4659
November 200180.2Not deficientExcellentExcellentExcellent4659
November 199980.2Not deficientExcellentExcellentExcellent4659
November 199880.2Not deficientExcellentExcellentExcellent4659
November 199580.2Not deficientExcellentExcellentExcellent4659
199680.1Not deficient---4659