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SR 10 over GCRTA & NSC RR

Map

Coordinates:
+41.48556, -81.69972
41°29'08" N, 81°41'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 10 over GCRTA & NSC RR
Structure number:1801449
Location:APPROX 500FT E ABBEY RD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,835 [as of 2015]
Truck traffic:7% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201694.0GoodGoodVery GoodVery GoodFO13835
March 201594.0GoodGoodVery GoodVery GoodFO11960
March 201494.0GoodGoodVery GoodVery GoodFO11960
May 201293.0GoodVery GoodVery GoodVery GoodFO11960
August 201193.0GoodVery GoodVery GoodVery Good-11960
October 201093.0GoodVery GoodVery GoodVery Good-13350
March 200993.0GoodVery GoodVery GoodVery Good-13350
June 200891.0GoodVery GoodVery GoodVery Good-13350
May 200791.0GoodVery GoodVery GoodVery Good-13350
June 200691.0GoodVery GoodVery GoodVery Good-13350
April 200591.0GoodVery GoodVery GoodVery Good-13350
September 200491.0GoodVery GoodVery GoodVery Good-11800
September 200372.8FairFairFairFairFO13660
April 200235.1FairFairFairFairFO13660
November 200037.1PoorPoorFairFairSD10720
April 199937.1PoorPoorFairFairSD10720
August 199837.1FairFairFairSatisfactoryFO10720
August 199737.1FairFairFairSatisfactoryFO10720
September 199637.1FairFairFairSatisfactoryFO10720
July 199539.8FairFairFairSatisfactoryFO10720
August 199437.3PoorPoorFairSatisfactorySD10720
April 199336.8PoorPoorFairSatisfactorySD11550
February 199236.8PoorPoorFairSatisfactorySD11550
May 199139.3FairFairFairSatisfactoryFO11550