PR 3 over PALMAS CREEK

Map

Coordinates:
+18.21890, -65.69141
18°13'08" N, 65°41'29" W

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

Name:	PR 3 over PALMAS CREEK
Structure number:	001211
Location:	5 KM EAST OF NAGUABO
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	64.0 ft. `[19.5 m]`
Roadway width between curbs:	16.7 ft. `[5.1 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1923
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:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, temporary structure in place to carry legal loads `[E]`
Average daily traffic:	4,800 `[as of 2000]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Imminent Failure `[1 out of 9]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	The channel has changed to the extent the bridge is near a state of collapse. `[2]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	20.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$392,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Poor	Fair	Satisfactory	Imminent Failure	4800	20.0
January 2017	-	-	-	-	4800	2.0
February 2016	-	-	-	-	4800	2.0
February 2015	-	-	-	-	4800	2.0
February 2014	-	-	-	-	4800	2.0
August 2012	-	-	-	-	4800	2.0
January 2012	-	-	-	-	4800	2.0
February 2011	Poor	Fair	Fair	Poor	4800	42.2
January 2010	Poor	Good	Fair	Poor	5300	42.9
December 2008	Poor	Fair	Fair	Poor	5300	41.7
November 2007	Fair	Satisfactory	Fair	Fair	5300	56.5
October 2006	Poor	Good	Fair	Poor	5000	30.9
June 2005	Poor	Serious	Fair	Poor	5000	29.6
October 2002	Poor	Serious	Fair	Fair	4800	47.7
September 2001	Poor	Serious	Poor	Serious	4800	6.9
July 1999	Poor	Serious	Poor	Serious	3500	6.9
July 1997	Poor	Serious	Poor	Serious	12900	6.9
June 1995	Poor	Satisfactory	Satisfactory	Poor	10700	24.9
April 1993	Fair	Fair	Fair	Fair	8800	53.0
July 1991	Fair	Fair	Fair	Fair	8500	63.1

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	2,209	2,209	0	0	0
Steel Floor Beam	linear ft.	428	428	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	141	141	0	0	0
Deck
Open Grid Deck	sq. ft.	2,647	2,647	0	0	0
Bearings
Movable Bearing	each	4	4	0	0	0
Fixed Bearing	each	4	4	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	342	342	0	0	0