Share:

PR 969 over CREEK

Map

Coordinates:
+18.23167, -65.79000
18°13'54" N, 65°47'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 969 over CREEK
Structure number:008181
Location:5 KM NORTHWEST OF NAGUABO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,400 [as of 2005]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:50.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$150,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairFairSatisfactory140050.6
May 2015FairFairFairSatisfactory140050.8
May 2013FairFairFairSatisfactory140050.8
June 2011FairFairFairSatisfactory140066.3
June 2009FairFairSatisfactorySatisfactory140076.4
November 2007FairFairSatisfactoryFair140066.3
November 2005FairFairSatisfactoryFair40047.4
April 2003FairFairSatisfactoryFair40047.4
August 2000FairSatisfactorySatisfactoryFair40048.5
December 1998FairSatisfactorySatisfactoryFair40047.4
June 1996FairSatisfactorySatisfactoryFair40047.5
August 1994FairSatisfactorySatisfactorySatisfactory30054.6
August 1992FairSatisfactorySatisfactorySatisfactory30054.2
March 1991FairFairFairFair30063.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.826210100
Reinforced Concrete Pile Cap/Footinglinear ft.4603970
Bearings
Elastomeric Bearingeach20200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.39231600
Deck
Reinforced Concrete Slabsq. ft.441441000
Wearing Surfacessq. ft.441441000