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MNCPL PARKING RAMP over SR-2

Map

Coordinates:
+41.51611, -81.67833
41°30'58" N, 81°40'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MNCPL PARKING RAMP over SR-2
Structure number:1800124
Location:.9 MI E E9TH ST AND SR2
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:67.9 ft. [20.7 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1993
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:2
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2002]
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$660,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201677.0GoodGoodGoodGoodFO1000
March 201577.0GoodGoodGoodGoodFO1000
February 201477.0GoodGoodGoodGoodFO1000
February 201377.0GoodGoodGoodGoodFO1000
December 201177.0GoodGoodGoodGoodFO1000
October 201077.0GoodGoodGoodGoodFO1000
September 200977.0GoodGoodGoodGoodFO1000
November 200877.0GoodGoodGoodGoodFO1000
October 200777.0GoodVery GoodGoodGoodFO1000
June 200677.0GoodVery GoodGoodGoodFO1000
April 200577.0GoodVery GoodGoodGoodFO1000
January 200477.0GoodVery GoodGoodGoodFO1000
March 200377.0GoodVery GoodGoodGoodFO1000
May 200281.0GoodVery GoodGoodGood-1000
October 200081.0GoodVery GoodGoodVery Good-900
September 199981.0GoodVery GoodGoodVery Good-900
December 199881.0GoodVery GoodVery GoodVery Good-900
August 199781.0GoodVery GoodVery GoodVery Good-900
November 199681.0GoodVery GoodVery GoodVery Good-900
November 199577.0GoodVery GoodVery GoodVery Good-900
August 199477.0GoodExcellentVery GoodVery Good-900
August 199377.0GoodExcellentVery GoodVery Good-900
September 199233.0PoorPoorFairPoorSD-
April 199133.0PoorPoorFairPoorSD-