Share:

PR 966 over JIMENEZ CREEK

Map

Coordinates:
+18.33312, -65.79066
18°19'59" N, 65°47'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 966 over JIMENEZ CREEK
Structure number:009961
Location:7 KM S E OF RIO GRANDE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.2 ft. [8.3 m]
Total length:52.2 ft. [15.9 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:81.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$99,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory120081.0
September 2016FairSatisfactorySatisfactorySatisfactory120081.0
September 2014FairSatisfactorySatisfactorySatisfactory120081.0
September 2012FairSatisfactorySatisfactorySatisfactory120081.0
October 2010FairSatisfactorySatisfactorySatisfactory120082.0
August 2008FairSatisfactorySatisfactorySatisfactory120082.0
September 2006FairSatisfactorySatisfactorySatisfactory120071.6
November 2004FairSatisfactorySatisfactorySatisfactory120071.6
December 2002FairSatisfactorySatisfactorySatisfactory120071.6
October 2000FairSatisfactorySatisfactorySatisfactory110071.7
May 1998FairSatisfactorySatisfactorySatisfactory120071.6
February 1996FairSatisfactorySatisfactorySatisfactory130071.2
August 1993FairSatisfactorySatisfactorySatisfactory130076.3
November 1991FairFairSatisfactoryFair130062.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.3629700
Reinforced Concrete Abutmentlinear ft.118111700
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Reinforced Concrete Pier Caplinear ft.3939000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.105105000
Deck
Reinforced Concrete Slabsq. ft.1,7441,744000
Wearing Surfacessq. ft.1,74401,74400