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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: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,245 [as of 2015]
Truck traffic:15% 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:Better than present minimum criteria [7]
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:97.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201697.2GoodVery GoodVery GoodGood-2245
April 201597.5GoodVery GoodVery GoodGood-1950
February 201497.5GoodVery GoodVery GoodGood-1950
October 201297.5GoodVery GoodVery GoodGood-1950
July 201196.9GoodVery GoodVery GoodGood-2450
November 201096.9GoodExcellentVery GoodGood-2450
November 200996.9GoodExcellentVery GoodGood-2450
September 200896.9GoodExcellentVery GoodGood-2450
November 200797.1GoodExcellentVery GoodGood-2280
December 200694.0PoorPoorGoodSatisfactorySD2280
January 200694.0PoorPoorGoodSatisfactorySD2280
November 200493.3PoorPoorGoodSatisfactorySD2800
December 200393.3PoorPoorGoodSatisfactorySD2800
September 200195.4FairFairGoodSatisfactory-2800
September 199996.5FairSatisfactoryGoodSatisfactory-2800
June 199896.5FairSatisfactoryGoodSatisfactory-2800
June 199796.8GoodGoodGoodGood-2550
February 199696.8GoodGoodGoodGood-2550
February 199596.7GoodGoodGoodGood-2550
January 199496.7GoodGoodGoodGood-2550
January 199396.7GoodGoodGoodGood-2550
November 199197.9GoodGoodGoodGood-1680