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INNIS RD over ALUM CREEK (INNIS RD)

Map

Coordinates:
+40.01000, -82.93500
40°00'36" N, 82°56'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:INNIS RD over ALUM CREEK (INNIS RD)
Structure number:2530805
Location:0.1 MI WEST OF SUNBURY RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:75.1 ft. [22.9 m]
Total length:350.1 ft. [106.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:23°
Owner:County Highway Agency [02]
Year built:1966
Year reconstructed:2005
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:5
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,189 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:74.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201674.9GoodVery GoodGoodGood-17189
November 201576.2GoodVery GoodGoodGood-14567
May 201476.2GoodVery GoodGoodGood-14567
December 201376.2GoodVery GoodGoodGood-14567
November 201276.2GoodVery GoodGoodGood-14567
January 201276.2FairVery GoodGoodSatisfactory-14567
December 201073.2FairVery GoodGoodSatisfactory-14567
October 200973.2FairVery GoodGoodSatisfactory-14567
June 200873.2FairVery GoodGoodSatisfactory-14567
September 200757.4GoodVery GoodVery GoodVery Good-14567
November 200657.4GoodVery GoodVery GoodVery Good-14567
September 200557.4GoodExcellentVery GoodVery Good-14567
September 200453.9PoorPoorGoodGoodSD14567
September 200353.9PoorPoorGoodGoodSD14567
August 200253.9PoorPoorGoodGoodSD14567
October 200157.4FairSatisfactoryGoodGood-14567
October 200057.4FairSatisfactoryGoodGood-14567
November 199957.4FairSatisfactoryGoodGood-14567
August 199857.4FairSatisfactoryGoodGood-14567
October 199657.4FairSatisfactoryGoodGood-14567
December 199558.3FairSatisfactorySatisfactoryGood-12943
December 199458.3GoodGoodGoodGood-12943
December 199358.3GoodGoodGoodGood-12943
November 199259.2GoodGoodGoodGood-11500
November 199159.2GoodGoodGoodGood-11500