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LOCAL ROAD over SAN ANTONIO RIVER

Maricao, Puerto Rico

Map

Coordinates:
+18.18915, -67.00014
18°11'21" N, 67°00'01" W

Facts

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

Name:	LOCAL ROAD over SAN ANTONIO RIVER
Structure number:	015301
Location:	5 KM WEST OF MARICAO
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.2 ft. `[8.6 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	22.3 ft. `[6.8 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, posting recommended but not legally implemented `[B]`
Average daily traffic:	400 `[as of 2005]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Basically intolerable requiring high priority of corrrective action `[3]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	53.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$32,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Fair	Fair	Satisfactory	400	53.1
September 2016	Fair	Fair	Fair	Satisfactory	400	53.1
September 2014	Fair	Fair	Fair	Satisfactory	400	53.1
August 2012	Fair	Fair	Fair	Satisfactory	400	50.1
August 2010	Fair	Fair	Fair	Satisfactory	400	53.1
June 2008	Fair	Fair	Fair	Satisfactory	400	54.6
August 2006	Fair	Fair	Fair	Satisfactory	400	40.0
December 2004	Fair	Fair	Fair	Satisfactory	400	40.0
June 2002	Fair	Satisfactory	Fair	Satisfactory	400	41.3
March 2000	Fair	Fair	Fair	Satisfactory	400	42.5
April 1998	Fair	Fair	Fair	Satisfactory	400	40.0
May 1996	Fair	Fair	Fair	Satisfactory	400	40.0
November 1994	Fair	Fair	Satisfactory	Satisfactory	400	44.5
December 1992	Fair	Fair	Satisfactory	Satisfactory	360	45.0
February 1991	Fair	Fair	Fair	Fair	360	39.0

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
Steel Girder/Beam	linear ft.	312	233	79	0	0
Steel Protective Coating	sq. ft.	366	205	118	0	43
Deck
Reinforced Concrete Deck	sq. ft.	1,389	0	1,389	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	30	27	3	0	0
Reinforced Concrete Abutment	linear ft.	223	213	10	0	0
Joints
Compression Joint	linear ft.	46	0	33	13	0
Bearings
Movable Bearing	each	10	6	4	0	0
Fixed Bearing	each	10	6	4	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	125	125	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/1478395