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ROYAL PLM BLVD(EB) over CLAYTON CANAL

Map

Coordinates:
+26.08750, -80.37472
26°05'15" N, 80°22'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ROYAL PLM BLVD(EB) over CLAYTON CANAL
Structure number:864050
Location:0.5MI W OF I-75
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.5 tons [88.6 metric tons]
Inventory rating:58.5 tons [53.2 metric tons]
Sufficiency rating:95.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201795.3GoodGoodVery GoodVery Good-7500
January 201595.3GoodGoodGoodGood-7500
January 201390.2GoodGoodGoodGood-7500
January 201190.2GoodGoodGoodGood-7500
January 200990.2GoodGoodGoodGood-7500
January 200790.2GoodGoodGoodGood-7500
February 200590.6GoodGoodGoodGood-7500
January 200390.6GoodGoodGoodGood-7500
May 200190.6GoodGoodGoodGood-7500
May 199992.6GoodGoodGoodGood-7500
May 199788.2GoodGoodGoodGoodFO7500
May 199586.9GoodVery GoodVery GoodVery GoodFO7500
February 199393.0GoodGoodGoodGood-300
February 199193.0GoodGoodGoodGood-300