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OFF PR 191 over WATERWAY

Naguabo, Puerto Rico

Map

Coordinates:
+18.24333, -65.77833
18°14'36" N, 65°46'42" W

Facts

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

Name:	OFF PR 191 over WATERWAY
Structure number:	023921
Location:	1.1 KM NORTH OF PR 191
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	23.6 ft. `[7.2 m]`
Total length:	75.8 ft. `[23.1 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	17.7 ft. `[5.4 m]`
Skew angle:	44°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2005]`
Truck traffic:	1% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	60.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$37,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Poor	Satisfactory	Fair	100	60.1
June 2017	Poor	Poor	Poor	Fair	100	44.5
June 2015	Poor	Poor	Poor	Fair	100	44.5
June 2013	Poor	Poor	Poor	Fair	100	44.5
June 2011	Fair	Fair	Satisfactory	Satisfactory	100	70.3
June 2009	Fair	Fair	Satisfactory	Satisfactory	100	70.3
November 2007	Fair	Fair	Satisfactory	Satisfactory	100	48.5
November 2005	Fair	Fair	Fair	Fair	100	45.9
April 2003	Fair	Fair	Fair	Fair	100	45.9
August 2000	Fair	Fair	Fair	Fair	100	45.9
December 1998	Fair	Fair	Fair	Fair	100	45.9
June 1996	Fair	Fair	Satisfactory	Fair	50	47.1
December 1994	Fair	Fair	Satisfactory	Fair	50	47.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Pier Wall	linear ft.	56	0	46	10	0
Reinforced Concrete Abutment	linear ft.	52	0	42	10	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	72	0	0	0	72
Deck
Reinforced Concrete Slab	sq. ft.	1,335	0	1,270	65	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/1479076