Share:

EAST RIVER ROAD over N HICKORY CANAL

Map

Coordinates:
+42.09614, -83.15072
42°05'46" N, 83°09'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EAST RIVER ROAD over N HICKORY CANAL
Structure number:000000000012212
Old structure number:82200200000B010 (from 1992 edition)
Location:GROSSE ILE T S/GROH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.0 ft. [7.3 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Owner:County Highway Agency [02]
Year built:1936
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,177 [as of 1992]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:49.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201549.1FairFairFairFairFO2177
May 201349.1FairFairFairFairFO2177
May 201149.1FairFairFairFairFO2177
April 200949.1FairFairFairFairFO2177
April 200749.1FairFairFairFairFO2177
April 200549.1FairFairFairFairFO2177
April 200350.0FairSatisfactorySatisfactoryFairFO2177
May 200150.0FairSatisfactorySatisfactoryFairFO2177
August 199950.0FairSatisfactorySatisfactoryFairFO2177
February 199851.0FairSatisfactory-FairFO2177
September 199661.0FairSatisfactorySatisfactoryGoodFO2177
May 199561.0GoodVery GoodGoodGoodFO2177
May 199461.0GoodVery GoodGoodGoodFO2177
April 199263.0GoodVery GoodGoodGood-1903
December 199090.0FairSatisfactorySatisfactorySatisfactory--