PLANTATION RD over PEPEEKEO PLT RD(HWY UP)
Map
Coordinates:
+19.85238, -155.1010419°51'09" N, 155°06'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PLANTATION RD over PEPEEKEO PLT RD(HWY UP) |
Structure number: | 001000191108812 |
Location: | 1.84MI E/AKAKA FALLS RD |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 77.1 ft. [23.5 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Bridge closed to all traffic [K] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 77.3 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $385,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Very Good | - | 77.3 |
April 2015 | Good | Good | Good | Very Good | - | 77.3 |
March 2013 | Good | Good | Good | Very Good | - | 77.3 |
January 2011 | Fair | Satisfactory | Good | Very Good | - | 80.3 |
May 2009 | Fair | Satisfactory | Good | Very Good | - | 80.3 |
December 2007 | Fair | Satisfactory | Good | Very Good | - | 80.3 |
May 2005 | Fair | Satisfactory | Good | Very Good | - | 80.3 |
April 2003 | Fair | Satisfactory | Good | Very Good | - | 80.3 |
April 2001 | Fair | Satisfactory | Good | Very Good | - | 80.3 |
April 1999 | Fair | Satisfactory | Good | Good | - | 78.3 |
April 1997 | Fair | Satisfactory | Good | Good | - | 78.3 |
April 1995 | Fair | Satisfactory | Good | Good | - | 75.2 |
August 1993 | Fair | Satisfactory | Good | Good | 6380 | 72.6 |
September 1991 | Fair | Satisfactory | Good | Good | 6380 | 72.6 |
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. | 257 | 239 | 18 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,168 | 1,157 | 11 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,168 | 1,168 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 34 | 34 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 62 | 62 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 36 | 36 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 9 | 9 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 146 | 146 | 0 | 0 | 0 |