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SR 83 over MILL CREEK

Map 

Coordinates:
+40.34944, -81.88111
40°20'58" N, 81°52'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 83 over MILL CREEK
Structure number:1601326
Location:1.9 M N OF JCT SR 643
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:53.2 ft. [16.2 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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:1,950 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201597.5Not deficientVery GoodVery GoodGood1950
February 201497.5Not deficientVery GoodVery GoodGood1950
October 201297.5Not deficientVery GoodVery GoodGood1950
July 201196.9Not deficientVery GoodVery GoodGood2450
November 201096.9Not deficientExcellentVery GoodGood2450
November 200996.9Not deficientExcellentVery GoodGood2450
September 200896.9Not deficientExcellentVery GoodGood2450
November 200797.1Not deficientExcellentVery GoodGood2280
December 200694.0Structurally deficientPoorGoodSatisfactory2280
January 200694.0Structurally deficientPoorGoodSatisfactory2280
November 200493.3Structurally deficientPoorGoodSatisfactory2800
December 200393.3Structurally deficientPoorGoodSatisfactory2800
September 200195.4Not deficientFairGoodSatisfactory2800
September 199996.5Not deficientSatisfactoryGoodSatisfactory2800
June 199896.5Not deficientSatisfactoryGoodSatisfactory2800
June 199796.8Not deficientGoodGoodGood2550
February 199696.8Not deficientGoodGoodGood2550
February 199596.7Not deficientGoodGoodGood2550
January 199496.7Not deficientGoodGoodGood2550
January 199396.7Not deficientGoodGoodGood2550
November 199197.9Not deficientGoodGoodGood1680