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PR 53 over QUEBRADA SECA CREEK

Ceiba, Puerto Rico

Map

Coordinates:
+18.30833, -65.65833
18°18'30" N, 65°39'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	PR 53 over QUEBRADA SECA CREEK
Structure number:	023011
Location:	2.5KM AT EAST OF CEIBA
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	11.8 ft. `[3.6 m]`
Total length:	38.7 ft. `[11.8 m]`
Roadway width between curbs:	77.4 ft. `[23.6 m]`
Deck width edge-to-edge:	196.2 ft. `[59.8 m]`
Skew angle:	16°
Owner:	State Toll Authority `[31]`
Year built:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	23,600 `[as of 2005]`
Truck traffic:	5% of total traffic
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	92.8

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
December 2017	Good	7 out of 10	23600	92.8
August 2015	Good	7 out of 10	23600	95.8
August 2013	Good	7 out of 10	23600	95.8
September 2011	Good	7 out of 10	23600	95.8
September 2009	Good	7 out of 10	16700	96.4
February 2008	Good	7 out of 10	16700	96.4
January 2006	Good	7 out of 10	16700	96.4
February 2004	Good	7 out of 10	16200	81.2
August 2001	Good	7 out of 10	15600	96.5
June 1999	Good	7 out of 10	13000	96.8
June 1997	Good	8 out of 10	9500	97.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	197	187	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	39	39	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	39	39	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1478990