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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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:707 [as of 2015]
Truck traffic:7% 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]
Sufficiency rating:81.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201681.9FairVery GoodSatisfactoryGoodFO707
June 201575.8FairVery GoodSatisfactoryGoodFO26740
January 201575.8FairVery GoodSatisfactoryGoodFO26740
January 201475.8FairVery GoodSatisfactoryGoodFO26740
December 201275.8FairVery GoodSatisfactoryGoodFO26740
January 201275.8FairVery GoodSatisfactoryGoodFO26740
December 201075.8FairVery GoodSatisfactoryGoodFO26740
December 200975.8FairVery GoodSatisfactoryGoodFO26740
May 200875.8FairGoodSatisfactoryGoodFO26740
January 200867.9FairVery GoodSatisfactoryGoodFO26740
January 200767.9FairVery GoodSatisfactoryGoodFO26740
December 200567.9FairVery GoodSatisfactoryGoodFO26740
November 200467.9FairVery GoodSatisfactoryGoodFO26740
November 200367.9FairVery GoodSatisfactoryGoodFO26740
November 200267.9FairVery GoodSatisfactoryGoodFO26740
December 200167.9FairVery GoodSatisfactoryGoodFO26740
October 200067.9FairVery GoodSatisfactoryGoodFO26740
October 199967.9FairVery GoodSatisfactoryGoodFO26740
December 199867.9FairVery GoodSatisfactoryGoodFO26740
November 199667.9FairVery GoodSatisfactoryGoodFO26740
August 199569.0FairVery GoodSatisfactoryGood-23066
December 199469.0FairVery GoodSatisfactoryGood-23066
October 199369.0GoodVery GoodGoodGood-23066
November 199269.0GoodVery GoodGoodGood-23066
December 199168.2GoodGoodGoodGood-29850