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PR 53 over SECA CREEK

Map

Coordinates:
+18.25278, -65.65000
18°15'10" N, 65°39'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 53 over SECA CREEK
Structure number:024591
Location:1 KM SOUTH OF CEIBA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:14.8 ft. [4.5 m]
Total length:33.8 ft. [10.3 m]
Roadway width between curbs:110.9 ft. [33.8 m]
Deck width edge-to-edge:237.2 ft. [72.3 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:23,600 [as of 2005]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Good7 out of 102360095.8
May 2015Good7 out of 102360094.1
May 2013Good7 out of 102360094.1
May 2011Good7 out of 102361795.8
May 2009Good7 out of 102360095.8
October 2007Good7 out of 101370096.7
November 2005Good7 out of 101370096.7
April 2003Good7 out of 101370096.7
July 2000Good7 out of 101370096.7
December 1998Good7 out of 101280098.0
November 1996Good7 out of 10950098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.6235843900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1541441000