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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: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,176 [as of 2015]
Truck traffic:5% 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:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201679.1FairSatisfactoryFairSatisfactory-3176
October 201578.2FairSatisfactoryFairSatisfactory-6600
December 201493.0FairSatisfactorySatisfactorySatisfactory-100
September 201393.0FairSatisfactorySatisfactorySatisfactory-1
October 201293.0FairSatisfactorySatisfactorySatisfactory-1
September 201191.0FairSatisfactorySatisfactorySatisfactoryFO1
October 200889.0GoodGoodGoodGoodFO1
September 200590.0GoodGoodGoodGoodFO1
July 200191.0GoodExcellentExcellentExcellentFO1
April 200091.0GoodExcellentExcellentExcellentFO1
May 199991.0GoodExcellentExcellentExcellentFO1
March 199891.0GoodExcellentExcellentExcellentFO-
April 199791.0GoodExcellentExcellentExcellentFO-
February 199691.0GoodExcellentExcellentExcellentFO-
March 199491.0GoodExcellentExcellentExcellentFO-
July 198932.0PoorSeriousCriticalFairSD-