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CARTER ROAD over LIME ST,CUY RVR & B&O RR

Map 

Coordinates:
+41.49500, -81.69833
41°29'42" N, 81°41'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CARTER ROAD over LIME ST,CUY RVR & B&O RR
Structure number:1869264
Location:S OF CANAL ST (FLATS)
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:220.2 ft. [67.1 m]
Total length:596.2 ft. [181.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: October 2015 

Status:Posted for load [P]
Average daily traffic:6,600 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:60.9 tons [55.4 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:78.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201578.2Not deficientSatisfactoryFairSatisfactory6600
December 201493.0Not deficientSatisfactorySatisfactorySatisfactory100
September 201393.0Not deficientSatisfactorySatisfactorySatisfactory1
October 201293.0Not deficientSatisfactorySatisfactorySatisfactory1
September 201191.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1
October 200889.0Functionally obsoleteGoodGoodGood1
September 200590.0Functionally obsoleteGoodGoodGood1
July 200191.0Functionally obsoleteExcellentExcellentExcellent1
April 200091.0Functionally obsoleteExcellentExcellentExcellent1
May 199991.0Functionally obsoleteExcellentExcellentExcellent1
March 199891.0Functionally obsoleteExcellentExcellentExcellent-
April 199791.0Functionally obsoleteExcellentExcellentExcellent-
February 199691.0Functionally obsoleteExcellentExcellentExcellent-
March 199491.0Functionally obsoleteExcellentExcellentExcellent-
July 198932.0Structurally deficientSeriousCriticalFair-