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

Map 

Coordinates:
+41.49056, -81.71111
41°29'26" N, 81°42'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 2 over (1476)CUY RIVER,RTA,FLAT
Structure number:1800035
Location:MAIN AVE. BRIDGE
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:31,345 [as of 2010]
Truck traffic:1% 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:43.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$21,996,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201543.7Functionally obsoleteGoodFairSatisfactory31345
December 201459.8Structurally deficientGoodPoorFair31345
October 201323.5Structurally deficientGoodPoorFair31345
October 201223.5Structurally deficientGoodPoorSatisfactory31345
December 201126.9Structurally deficientGoodPoorSatisfactory31345
December 201050.2Structurally deficientGoodPoorSatisfactory34458
December 200950.2Structurally deficientGoodPoorSatisfactory34458
July 200850.2Structurally deficientGoodPoorGood34458
September 200780.7Functionally obsoleteGoodSatisfactoryGood34458
September 200680.7Functionally obsoleteVery GoodSatisfactoryGood34458
November 200580.7Functionally obsoleteVery GoodSatisfactoryGood34458
October 200480.0Functionally obsoleteVery GoodSatisfactoryGood39000
October 200281.3Functionally obsoleteVery GoodSatisfactoryGood31286
October 200181.3Functionally obsoleteVery GoodSatisfactoryGood31286
December 200081.3Not deficientVery GoodSatisfactoryGood31286
December 199981.3Not deficientVery GoodSatisfactoryGood31286
July 199881.3Not deficientGoodGoodGood31286
July 199681.3Not deficientVery GoodGoodGood31286
August 199580.9Not deficientVery GoodGoodGood31286
August 199480.9Not deficientVery GoodGoodGood31286
September 199379.0Not deficientExcellentGoodGood41890
December 19902.0Structurally deficientSeriousSeriousPoor41320