SR 2 over (1476)CUY RIVER,RTA,FLAT


+41.49056, -81.71111
41°29'26" N, 81°42'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2 over (1476)CUY RIVER,RTA,FLAT
Structure number:1800035
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:400.0 ft. [121.9 m]
Total length:6580.4 ft. [2005.6 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:85.6 ft. [26.1 m]
Vertical clearance below bridge:97.8 ft. [29.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:10
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,139 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:25.3 tons [23.0 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:41.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$21,996,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201641.9FairGoodFairSatisfactoryFO37139
December 201543.7FairGoodFairSatisfactoryFO31345
December 201459.8PoorGoodPoorFairSD31345
October 201323.5PoorGoodPoorFairSD31345
October 201223.5PoorGoodPoorSatisfactorySD31345
December 201126.9PoorGoodPoorSatisfactorySD31345
December 201050.2PoorGoodPoorSatisfactorySD34458
December 200950.2PoorGoodPoorSatisfactorySD34458
July 200850.2PoorGoodPoorGoodSD34458
September 200780.7FairGoodSatisfactoryGoodFO34458
September 200680.7FairVery GoodSatisfactoryGoodFO34458
November 200580.7FairVery GoodSatisfactoryGoodFO34458
October 200480.0FairVery GoodSatisfactoryGoodFO39000
October 200281.3FairVery GoodSatisfactoryGoodFO31286
October 200181.3FairVery GoodSatisfactoryGoodFO31286
December 200081.3FairVery GoodSatisfactoryGood-31286
December 199981.3FairVery GoodSatisfactoryGood-31286
July 199881.3GoodGoodGoodGood-31286
July 199681.3GoodVery GoodGoodGood-31286
August 199580.9GoodVery GoodGoodGood-31286
August 199480.9GoodVery GoodGoodGood-31286
September 199379.0GoodExcellentGoodGood-41890
December 19902.0PoorSeriousSeriousPoorSD41320