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PR-111 over SALTO COLLAZO CREEK

San Sebastian, Puerto Rico

Map

Coordinates:
+18.33290, -66.94938
18°19'58" N, 66°56'58" W

Facts

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

Name:	PR-111 over SALTO COLLAZO CREEK
Structure number:	027011
Location:	4 KM. E. OF S. SEBASTIAN
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	83.0 ft. `[25.3 m]`
Total length:	83.0 ft. `[25.3 m]`
Roadway width between curbs:	43.6 ft. `[13.3 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,260 `[as of 2005]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
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:	97.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$846,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Very Good	Satisfactory	1260	97.9
December 2016	Fair	Satisfactory	Very Good	Satisfactory	1260	93.8
December 2014	Fair	Satisfactory	Very Good	Satisfactory	1260	93.8
December 2012	Fair	Satisfactory	Very Good	Good	1260	93.8
January 2011	Fair	Satisfactory	Very Good	Good	1260	93.8
January 2009	Fair	Satisfactory	Very Good	Good	1260	91.8
June 2007	Fair	Satisfactory	Good	Good	12600	83.1
August 2005	Fair	Good	Very Good	Fair	100	81.9
January 2003	Good	Good	Very Good	Very Good	7500	85.9
2000	Good	Good	Very Good	Very Good	7500	94.0

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,217	1,217	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,263	3,434	560	269	0
Substructure
Reinforced Concrete Abutment	linear ft.	180	164	13	3	0
Joints
Compression Joint	linear ft.	190	66	39	0	85
Bearings
Elastomeric Bearing	each	28	28	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	233	226	7	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/1479363