Share:

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 2015 

Status:Open, no restriction [A]
Average daily traffic:14,567 [as of 1997]
Truck traffic:5% 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:76.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201576.2Not deficientVery GoodGoodGood14567
May 201476.2Not deficientVery GoodGoodGood14567
December 201376.2Not deficientVery GoodGoodGood14567
November 201276.2Not deficientVery GoodGoodGood14567
January 201276.2Not deficientVery GoodGoodSatisfactory14567
December 201073.2Not deficientVery GoodGoodSatisfactory14567
October 200973.2Not deficientVery GoodGoodSatisfactory14567
June 200873.2Not deficientVery GoodGoodSatisfactory14567
September 200757.4Not deficientVery GoodVery GoodVery Good14567
November 200657.4Not deficientVery GoodVery GoodVery Good14567
September 200557.4Not deficientExcellentVery GoodVery Good14567
September 200453.9Structurally deficientPoorGoodGood14567
September 200353.9Structurally deficientPoorGoodGood14567
August 200253.9Structurally deficientPoorGoodGood14567
October 200157.4Not deficientSatisfactoryGoodGood14567
October 200057.4Not deficientSatisfactoryGoodGood14567
November 199957.4Not deficientSatisfactoryGoodGood14567
August 199857.4Not deficientSatisfactoryGoodGood14567
October 199657.4Not deficientSatisfactoryGoodGood14567
December 199558.3Not deficientSatisfactorySatisfactoryGood12943
December 199458.3Not deficientGoodGoodGood12943
December 199358.3Not deficientGoodGoodGood12943
November 199259.2Not deficientGoodGoodGood11500
November 199159.2Not deficientGoodGoodGood11500