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SR 10 over CUY RIVER VALLEY & FI RR

Map

Coordinates:
+41.48738, -81.69644
41°29'15" N, 81°41'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:Bridge is on the National Register of Historic Places [1]
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: July 2018

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:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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]
Sufficiency rating:69.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,800,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorGoodPoorSatisfactory1383569.1
November 2017PoorGoodPoorSatisfactory1383569.1
September 2016PoorSatisfactoryPoorGood1383569.1
November 2015PoorSatisfactoryPoorGood1196052.8
August 2014PoorSatisfactoryPoorGood1196069.5
November 2013PoorPoorPoorSatisfactory1196049.5
November 2012PoorFairPoorSatisfactory1196051.7
December 2011PoorFairPoorSatisfactory1196068.5
December 2010FairSatisfactoryFairSatisfactory1335085.8
December 2009GoodGoodGoodGood1335097.1
December 2008FairSatisfactorySatisfactoryGood1335097.1
November 2007FairGoodSatisfactoryGood1335097.1
November 2006GoodGoodGoodGood1335097.1
June 2005GoodGoodGoodGood1335097.1
October 2004GoodGoodVery GoodGood1366097.1
June 2002FairSatisfactoryGoodGood1366097.1
September 2000FairSatisfactoryFairFair1072086.2
December 1999FairSatisfactoryFairFair1072086.2
December 1998FairFairSatisfactorySatisfactory1072096.5
May 1996FairSatisfactoryFairSatisfactory1072086.2
March 1995FairSatisfactoryFairSatisfactory1072087.2
July 1994FairFairFairSatisfactory1072086.1
August 1993FairFairFairSatisfactory1155086.0
September 1992FairFairFairSatisfactory1155086.0
May 1991FairFairSatisfactoryGood1155097.2