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INSELRUHE AVE over NASHUA CANAL

Map 

Coordinates:
+42.33572, -82.98427
42°20'09" N, 82°59'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INSELRUHE AVE over NASHUA CANAL
Structure number:000000000012455
Old structure number:825180801060B01 (from 1992 edition)
Location:BELLE ISLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.6 ft. [13.6 m]
Total length:44.6 ft. [13.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:308 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:96.9 tons [88.1 metric tons]
Inventory rating:58.1 tons [52.8 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.0Not deficientGoodVery GoodVery Good308
December 201393.0Not deficientExcellentExcellent-308
December 201193.0Not deficientExcellentExcellentExcellent308
June 200995.0Not deficientExcellentExcellentExcellent308
May 200795.0Not deficientExcellentExcellentExcellent308
May 200595.0Not deficientExcellentExcellentExcellent308
May 200395.0Not deficientExcellentExcellentExcellent375
February 200295.0Not deficientExcellentExcellentExcellent375
June 199989.4Not deficientVery GoodVery GoodVery Good1200
September 19972.0Structurally deficient---12000
July 19954.0Structurally deficientPoorSeriousPoor12000
October 19934.0Structurally deficientPoorSeriousPoor12000
September 19914.0Structurally deficientPoorPoorPoor12000
September 19894.0Structurally deficientPoorPoorPoor12000