Share:

ALMENDRO STREET over LAJAS RIVER

Map

Coordinates:
+18.37833, -66.28833
18°22'42" N, 66°17'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALMENDRO STREET over LAJAS RIVER
Structure number:018851
Location:250 MTS OFF PR 677
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.7 ft. [18.5 m]
Total length:181.8 ft. [55.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:55.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$156,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016FairFairGoodFair30055.5
January 2014FairFairGoodGood30067.3
January 2012FairFairGoodGood30073.6
February 2010FairFairFairGood30063.0
April 2008FairFairFairGood30063.0
February 2006FairSatisfactorySatisfactoryGood35074.0
October 2003FairSatisfactorySatisfactoryGood30074.6
February 2001FairSatisfactorySatisfactoryGood30074.6
December 1998FairSatisfactorySatisfactoryGood30074.6
April 1996FairSatisfactorySatisfactoryGood30074.6
February 1994FairSatisfactorySatisfactoryGood20080.3
February 1990FairSatisfactorySatisfactoryGood20078.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.728728000
Deck
Reinforced Concrete Decksq. ft.5,5764,73684000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.151151000
Reinforced Concrete Pier Caplinear ft.66204600
Joints
Compression Jointlinear ft.131001310
Bearings
Elastomeric Bearingeach2402040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.367360700