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PR 357 over MARICAO RIVER

Maricao, Puerto Rico

Map

Coordinates:
+18.19000, -66.98833
18°11'24" N, 66°59'18" W

Facts

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

Name:	PR 357 over MARICAO RIVER
Structure number:	016961
Location:	1 MILE NORTH OF MARICAO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	40.7 ft. `[12.4 m]`
Total length:	88.3 ft. `[26.9 m]`
Roadway width between curbs:	42.7 ft. `[13.0 m]`
Deck width edge-to-edge:	55.8 ft. `[17.0 m]`
Skew angle:	21°
Owner:	State Highway Agency `[01]`
Year built:	1980
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:	2
Main spans material:	Concrete `[1]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,084 `[as of 2003]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$64,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	2084	96.4
August 2015	Good	Good	Good	Good	2084	96.4
August 2013	Good	Good	Good	Good	2084	96.4
September 2011	Good	Good	Good	Good	2084	96.4
August 2009	Fair	Fair	Good	Good	2200	95.4
December 2007	Fair	Fair	Good	Good	2700	95.2
August 2006	Fair	Satisfactory	Good	Satisfactory	2700	96.2
December 2004	Fair	Satisfactory	Good	Satisfactory	2700	96.2
June 2002	Fair	Satisfactory	Satisfactory	Satisfactory	2600	96.3
March 2000	Fair	Good	Satisfactory	Satisfactory	1600	96.6
April 1998	Good	Good	Good	Good	1700	96.5
May 1996	Good	Good	Good	Good	1800	96.5
November 1994	Good	Good	Good	Good	1800	96.5
December 1992	Good	Good	Good	Good	1700	96.5
February 1991	Fair	Fair	Satisfactory	Satisfactory	1100	95.7

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,801	1,696	105	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,490	5,146	344	0	0
Wearing Surfaces	sq. ft.	5,490	0	5,490	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	56	49	7	0	0
Reinforced Concrete Pier Cap	linear ft.	56	56	0	0	0
Joints
Compression Joint	linear ft.	167	128	39	0	0
Bearings
Elastomeric Bearing	each	56	56	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	262	255	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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