ACCESS PR 181 & 30 over PR 30
Map
Coordinates:
+18.25667, -65.9733318°15'24" N, 65°58'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ACCESS PR 181 & 30 over PR 30 |
Structure number: | 009742 |
Location: | 800 MTS S W OF GURABO |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 49.2 ft. [15.0 m] |
Total length: | 171.9 ft. [52.4 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
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: | 4 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,050 [as of 2005] |
Truck traffic: | 4% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,092,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 79.4 |
February 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 79.4 |
February 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 80.1 |
March 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 79.4 |
April 2010 | Fair | Satisfactory | Fair | Satisfactory | 1050 | 69.4 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 76.4 |
November 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 91.0 |
August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 91.0 |
May 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 91.0 |
November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 93.0 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 90.9 |
February 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 3000 | 88.8 |
November 1991 | Fair | Fair | Fair | Fair | 2000 | 76.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 863 | 853 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,975 | 1,324 | 2,422 | 3,229 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 95 | 95 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 125 | 125 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 82 | 0 | 49 | 33 | 0 |
Bearings |
Movable Bearing | each | 10 | 0 | 0 | 10 | 0 |
Fixed Bearing | each | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 351 | 335 | 16 | 0 | 0 |