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I.R.670 over ALUM CREEK

Map 

Coordinates:
+39.98944, -82.93778
39°59'22" N, 82°56'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I.R.670 over ALUM CREEK
Structure number:2517876
Location:2.6 MI W OF IR270
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:338.3 ft. [103.1 m]
Roadway width between curbs:130.6 ft. [39.8 m]
Deck width edge-to-edge:133.5 ft. [40.7 m]
Skew angle:52°
Owner:State Highway Agency [01]
Year built:1988
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:103,490 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201585.0Not deficientVery GoodGoodVery Good103490
October 201485.0Not deficientVery GoodVery GoodVery Good103490
November 201385.0Not deficientVery GoodVery GoodVery Good103490
October 201285.0Not deficientVery GoodVery GoodVery Good103490
November 201185.0Not deficientVery GoodVery GoodVery Good103490
July 201085.0Not deficientVery GoodVery GoodVery Good103690
August 200985.0Not deficientVery GoodVery GoodVery Good103690
November 200885.0Not deficientVery GoodVery GoodVery Good103690
December 200785.0Not deficientVery GoodVery GoodVery Good103690
March 200685.0Not deficientVery GoodVery GoodVery Good96110
December 200485.0Not deficientVery GoodVery GoodVery Good96110
November 200285.0Not deficientVery GoodVery GoodVery Good44393
January 200085.0Not deficientVery GoodVery GoodVery Good44393
November 199885.0Not deficientVery GoodVery GoodVery Good44393
October 199691.0Not deficientVery GoodVery GoodVery Good18710
January 199691.0Not deficientVery GoodVery GoodVery Good18710
December 199491.0Not deficientVery GoodVery GoodVery Good18710
October 199391.0Not deficientVery GoodVery GoodVery Good18710
September 199291.0Not deficientVery GoodVery GoodVery Good18710
September 199193.0Not deficientVery GoodVery GoodVery Good18710