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SR 10 over CUY RIVER VALLEY & FI RR

Map 

Coordinates:
+41.48750, -81.69639
41°29'15" N, 81°41'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 10 over CUY RIVER VALLEY & FI RR
Structure number:1801503
Location:LORAIN/CARNEGIE BRIDGE
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:298.9 ft. [91.1 m]
Total length:3657.7 ft. [1114.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:95.1 ft. [29.0 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1983
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:15
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:11,960 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.0 tons [31.8 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:52.8
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,800,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201552.8Structurally deficientSatisfactoryPoorGood11960
August 201469.5Structurally deficientSatisfactoryPoorGood11960
November 201349.5Structurally deficientPoorPoorSatisfactory11960
November 201251.7Structurally deficientFairPoorSatisfactory11960
December 201168.5Structurally deficientFairPoorSatisfactory11960
December 201085.8Not deficientSatisfactoryFairSatisfactory13350
December 200997.1Not deficientGoodGoodGood13350
December 200897.1Not deficientSatisfactorySatisfactoryGood13350
November 200797.1Not deficientGoodSatisfactoryGood13350
November 200697.1Not deficientGoodGoodGood13350
June 200597.1Not deficientGoodGoodGood13350
October 200497.1Not deficientGoodVery GoodGood13660
June 200297.1Not deficientSatisfactoryGoodGood13660
September 200086.2Not deficientSatisfactoryFairFair10720
December 199986.2Not deficientSatisfactoryFairFair10720
December 199896.5Not deficientFairSatisfactorySatisfactory10720
May 199686.2Not deficientSatisfactoryFairSatisfactory10720
March 199587.2Not deficientSatisfactoryFairSatisfactory10720
July 199486.1Not deficientFairFairSatisfactory10720
August 199386.0Not deficientFairFairSatisfactory11550
September 199286.0Not deficientFairFairSatisfactory11550
May 199197.2Not deficientFairSatisfactoryGood11550