PR 30 EASTBOUND over PR 932


+18.29167, -65.98167
18°17'30" N, 65°58'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 30 EASTBOUND over PR 932
Structure number:009762
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:40.4 ft. [12.3 m]
Total length:106.3 ft. [32.4 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
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:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:46,953 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$691,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairSatisfactorySatisfactory4695363.6
August 2015FairFairSatisfactorySatisfactory4695364.4
August 2013FairFairSatisfactorySatisfactory4974864.0
September 2012FairFairSatisfactorySatisfactory5430057.6
March 2012FairFairSatisfactorySatisfactory5430063.1
April 2010FairFairSatisfactorySatisfactory5430063.1
June 2008FairFairSatisfactorySatisfactory5430063.1
November 2006FairFairSatisfactorySatisfactory3110064.6
August 2004FairFairSatisfactorySatisfactory3110064.6
July 2002FairFairSatisfactorySatisfactory4260061.8
April 2000FairFairFairSatisfactory4260042.6
March 1998FairFairFairSatisfactory3795050.8
February 1996FairFairSatisfactorySatisfactory2880085.6
August 1993FairFairSatisfactorySatisfactory1770086.5
October 1991FairFairFairFair1670075.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,18898520300
Reinforced Concrete Decksq. ft.4,0802,077651,9380
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1871543300
Reinforced Concrete Pier Caplinear ft.89043460
Compression Jointlinear ft.89043460
Movable Bearingeach1001000
Fixed Bearingeach1001000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3152952000