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PR 3 over CEIBA CREEK

Ceiba, Puerto Rico

Map

Coordinates:
+18.27157, -65.64066
18°16'18" N, 65°38'26" W

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Facts

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

Name:	PR 3 over CEIBA CREEK
Structure number:	001161
Location:	1.5 KM NORTH OF CEIBA
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	32.5 ft. `[9.9 m]`
Total length:	35.4 ft. `[10.8 m]`
Roadway width between curbs:	33.8 ft. `[10.3 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1918
Year reconstructed:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	3,569 `[as of 2005]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	41.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$297,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Poor	Fair	Serious	Satisfactory	3569	41.5
January 2016	Poor	Fair	Serious	Satisfactory	11600	33.0
January 2015	Poor	Fair	Serious	Satisfactory	11600	33.0
January 2014	Poor	Fair	Serious	Satisfactory	11600	33.0
January 2013	Poor	Fair	Poor	Satisfactory	11600	51.1
February 2012	Poor	Fair	Poor	Satisfactory	11600	51.1
April 2009	Poor	Fair	Poor	Satisfactory	11600	51.1
October 2007	Poor	Fair	Poor	Satisfactory	13400	50.0
November 2005	Poor	Fair	Poor	Satisfactory	13400	39.9
April 2003	Poor	Fair	Poor	Satisfactory	4300	48.4
July 2000	Poor	Fair	Poor	Satisfactory	4300	48.4
May 1998	Poor	Fair	Poor	Satisfactory	10900	39.9
February 1996	Poor	Fair	Poor	Satisfactory	13900	39.9
November 1993	Fair	Fair	Satisfactory	Satisfactory	14600	64.9
February 1992	Fair	Fair	Fair	Satisfactory	12400	55.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	292	132	108	52	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,485	1,248	97	140	0
Wearing Surfaces	sq. ft.	1,195	1,195	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	138	99	39	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	72	65	7	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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