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MAIN ST over ALUM CREEK (MAIN STREET)

Map 

Coordinates:
+39.95167, -82.93667
39°57'06" N, 82°56'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN ST over ALUM CREEK (MAIN STREET)
Structure number:2534517
Location:0.1 MI E.OF ALUM CREEK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.2 ft. [22.3 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Owner:County Highway Agency [02]
Year reconstructed:1988
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:26,740 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201575.8Functionally obsoleteVery GoodSatisfactoryGood26740
January 201575.8Functionally obsoleteVery GoodSatisfactoryGood26740
January 201475.8Functionally obsoleteVery GoodSatisfactoryGood26740
December 201275.8Functionally obsoleteVery GoodSatisfactoryGood26740
January 201275.8Functionally obsoleteVery GoodSatisfactoryGood26740
December 201075.8Functionally obsoleteVery GoodSatisfactoryGood26740
December 200975.8Functionally obsoleteVery GoodSatisfactoryGood26740
May 200875.8Functionally obsoleteGoodSatisfactoryGood26740
January 200867.9Functionally obsoleteVery GoodSatisfactoryGood26740
January 200767.9Functionally obsoleteVery GoodSatisfactoryGood26740
December 200567.9Functionally obsoleteVery GoodSatisfactoryGood26740
November 200467.9Functionally obsoleteVery GoodSatisfactoryGood26740
November 200367.9Functionally obsoleteVery GoodSatisfactoryGood26740
November 200267.9Functionally obsoleteVery GoodSatisfactoryGood26740
December 200167.9Functionally obsoleteVery GoodSatisfactoryGood26740
October 200067.9Functionally obsoleteVery GoodSatisfactoryGood26740
October 199967.9Functionally obsoleteVery GoodSatisfactoryGood26740
December 199867.9Functionally obsoleteVery GoodSatisfactoryGood26740
November 199667.9Functionally obsoleteVery GoodSatisfactoryGood26740
August 199569.0Not deficientVery GoodSatisfactoryGood23066
December 199469.0Not deficientVery GoodSatisfactoryGood23066
October 199369.0Not deficientVery GoodGoodGood23066
November 199269.0Not deficientVery GoodGoodGood23066
December 199168.2Not deficientGoodGoodGood29850