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SR 10 over GCRTA & NSC RR

Map 

Coordinates:
+41.48556, -81.69972
41°29'08" N, 81°41'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:11,960 [as of 2010]
Truck traffic:6% 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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201594.0Functionally obsoleteGoodVery GoodVery Good11960
March 201494.0Functionally obsoleteGoodVery GoodVery Good11960
May 201293.0Functionally obsoleteVery GoodVery GoodVery Good11960
August 201193.0Not deficientVery GoodVery GoodVery Good11960
October 201093.0Not deficientVery GoodVery GoodVery Good13350
March 200993.0Not deficientVery GoodVery GoodVery Good13350
June 200891.0Not deficientVery GoodVery GoodVery Good13350
May 200791.0Not deficientVery GoodVery GoodVery Good13350
June 200691.0Not deficientVery GoodVery GoodVery Good13350
April 200591.0Not deficientVery GoodVery GoodVery Good13350
September 200491.0Not deficientVery GoodVery GoodVery Good11800
September 200372.8Functionally obsoleteFairFairFair13660
April 200235.1Functionally obsoleteFairFairFair13660
November 200037.1Structurally deficientPoorFairFair10720
April 199937.1Structurally deficientPoorFairFair10720
August 199837.1Functionally obsoleteFairFairSatisfactory10720
August 199737.1Functionally obsoleteFairFairSatisfactory10720
September 199637.1Functionally obsoleteFairFairSatisfactory10720
July 199539.8Functionally obsoleteFairFairSatisfactory10720
August 199437.3Structurally deficientPoorFairSatisfactory10720
April 199336.8Structurally deficientPoorFairSatisfactory11550
February 199236.8Structurally deficientPoorFairSatisfactory11550
May 199139.3Functionally obsoleteFairFairSatisfactory11550