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

Facts

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