Share:

WETZEL AVE over OVER BIG CREEK

Map

Coordinates:
+41.42333, -81.71167
41°25'24" N, 81°42'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WETZEL AVE over OVER BIG CREEK
Structure number:1868292
Location:WEST OFF STATE ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:100 [as of 1975]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:54.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$25,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201654.1Poor3 out of 10SD100
May 201554.1Poor3 out of 10SD100
May 201456.0Poor3 out of 10SD100
October 201354.1Poor3 out of 10SD100
June 201254.1Poor3 out of 10SD100
May 201154.0Poor3 out of 10SD100
June 201071.0Poor4 out of 10SD100
June 200972.0Poor4 out of 10SD100
July 200869.0Poor4 out of 10SD100
May 200669.0Poor4 out of 10SD100
November 200299.0Fair6 out of 10-100
September 200099.0Fair6 out of 10-100
August 199999.0Fair6 out of 10-100
August 199899.0Fair6 out of 10-100
August 199799.0Fair6 out of 10-100
September 199699.0Fair6 out of 10-100
July 199599.0Fair6 out of 10-100
April 199488.0Fair5 out of 10-100
April 199388.0Fair5 out of 10-100
May 199188.0Fair5 out of 10-100