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PR 52 NORTHBOUND over PR 543 AND JUEYES RIVER

Map

Coordinates:
+18.00333, -66.34167
18°00'12" N, 66°20'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 52 NORTHBOUND over PR 543 AND JUEYES RIVER
Structure number:011922
Location:5 KM WEST FROM SALINAS
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:99.1 ft. [30.2 m]
Total length:409.5 ft. [124.8 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:21°
Owner:State Toll Authority [31]
Year built:1971
Year reconstructed:1992
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:4
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: March 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,700 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:102.5 tons [93.2 metric tons]
Inventory rating:61.5 tons [55.9 metric tons]
Sufficiency rating:68.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,205,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.8PoorPoorPoorSatisfactorySD16700
March 201596.2PoorPoorSatisfactorySatisfactorySD16700
March 201398.2FairFairSatisfactorySatisfactory-16700
March 201187.1FairFairFairSatisfactory-16700
February 200987.0FairFairFairSatisfactory-19000
October 200698.1FairFairGoodSatisfactory-18750
March 200487.0FairFairFairSatisfactory-18750
October 200170.8PoorFairPoorFairSD17200
December 199950.9PoorFairPoorFair-13850
July 199769.0PoorFairPoorFair-13850
November 199569.8PoorSatisfactoryPoorFair-10600
April 199397.3FairGoodSatisfactorySatisfactory-9050
October 199196.5FairFairGoodSatisfactory-6340

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,2743,2482600
Deck
Reinforced Concrete Decksq. ft.17,5887,3518,0842,1530
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.1641511300
Reinforced Concrete Pier Caplinear ft.131923900
Joints
Compression Jointlinear ft.2073317400
Bearings
Elastomeric Bearingeach6406400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8208002000