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MAPLE AVE over HICKORY CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.45632, -89.66657
41°27'23" N, 89°39'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAPLE AVE over HICKORY CREEK
Structure number:000006620010844
Location:E EDGE OF MANLIUS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:31.2 ft. [9.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1930
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: September 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:650 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:44.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$69,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2012Poor3 out of 1065044.0
October 2010Poor3 out of 1070044.4
October 2008Poor3 out of 1070044.4
September 2006Poor3 out of 10120044.3
March 2004Poor3 out of 10120048.4
February 2002Poor3 out of 10150048.3
March 1997Poor3 out of 10150048.3
March 1995Poor3 out of 1040048.4
March 1994Poor3 out of 1040048.4
December 1991Poor3 out of 1025048.5