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OFF PR 179 AT K1.5 over GUAMANI RIVER

Guayama, Puerto Rico

Map

Coordinates:
+18.00556, -66.12222
18°00'20" N, 66°07'20" W

Facts

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

Name:	OFF PR 179 AT K1.5 over GUAMANI RIVER
Structure number:	024631
Location:	2 KM. NORTH OF GUAYAMA
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	54.8 ft. `[16.7 m]`
Total length:	59.1 ft. `[18.0 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	32.5 ft. `[9.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span 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: June 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	550 `[as of 2005]`
Truck traffic:	2% 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:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	78.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$12,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Good	Good	Good	550	78.4
June 2015	Good	Good	Good	Good	550	78.6
May 2013	Good	Good	Good	Good	550	78.4
May 2011	Good	Good	Good	Good	550	87.2
May 2009	Good	Good	Good	Good	550	87.2
November 2007	Good	Good	Good	Good	550	87.2
April 2006	Good	Good	Good	Good	550	87.2
April 2004	Good	Good	Good	Good	550	87.2
November 2001	Good	Good	Good	Good	550	87.2
April 1999	Good	Very Good	Very Good	Very Good	550	82.9
January 1997	Good	Very Good	Very Good	Very Good	500	85.6

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 Girder/Beam	linear ft.	295	288	7	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,916	1,916	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	171	164	7	0	0
Joints
Compression Joint	linear ft.	56	30	26	0	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	118	104	7	7	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/1479142