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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: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,835 [as of 2015]
Truck traffic:7% 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 protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
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:49.9 tons [45.4 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:69.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,800,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201669.1PoorSatisfactoryPoorGoodSD13835
November 201552.8PoorSatisfactoryPoorGoodSD11960
August 201469.5PoorSatisfactoryPoorGoodSD11960
November 201349.5PoorPoorPoorSatisfactorySD11960
November 201251.7PoorFairPoorSatisfactorySD11960
December 201168.5PoorFairPoorSatisfactorySD11960
December 201085.8FairSatisfactoryFairSatisfactory-13350
December 200997.1GoodGoodGoodGood-13350
December 200897.1FairSatisfactorySatisfactoryGood-13350
November 200797.1FairGoodSatisfactoryGood-13350
November 200697.1GoodGoodGoodGood-13350
June 200597.1GoodGoodGoodGood-13350
October 200497.1GoodGoodVery GoodGood-13660
June 200297.1FairSatisfactoryGoodGood-13660
September 200086.2FairSatisfactoryFairFair-10720
December 199986.2FairSatisfactoryFairFair-10720
December 199896.5FairFairSatisfactorySatisfactory-10720
May 199686.2FairSatisfactoryFairSatisfactory-10720
March 199587.2FairSatisfactoryFairSatisfactory-10720
July 199486.1FairFairFairSatisfactory-10720
August 199386.0FairFairFairSatisfactory-11550
September 199286.0FairFairFairSatisfactory-11550
May 199197.2FairFairSatisfactoryGood-11550