KAIULANI ST over KAIULANI ST-WAILUKU RVR
Map
Coordinates:
+19.72469, -155.0927119°43'29" N, 155°05'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KAIULANI ST over KAIULANI ST-WAILUKU RVR |
Structure number: | 001230001100003 |
Location: | TMK 2-3-14:12 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 9 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 130 [as of 1986] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 77.3 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,606,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Very Good | Very Good | 130 | 77.3 |
March 2016 | Good | Excellent | Excellent | Excellent | 130 | 43.1 |
May 2014 | Good | Excellent | Excellent | Excellent | 130 | 43.1 |
January 2012 | Good | Good | Good | Good | 980 | 31.4 |
January 2010 | Good | Good | Good | Good | 980 | 31.4 |
January 2008 | Good | Good | Good | Good | 130 | 43.1 |
May 2000 | Good | Very Good | Very Good | Good | 130 | 29.7 |
May 1998 | Good | Very Good | Very Good | Good | 130 | 29.7 |
September 1996 | Fair | Fair | Satisfactory | Satisfactory | 130 | 24.0 |
May 1994 | Fair | Fair | Satisfactory | Satisfactory | 130 | 30.8 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 130 | 32.0 |
May 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 130 | 32.0 |
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 |
Steel Stringer | linear ft. | 870 | 870 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,437 | 4,437 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 41 | 41 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 120 | 120 | 0 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 3,131 | 3,131 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,131 | 3,131 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,388 | 6,388 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 50 | 50 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 348 | 348 | 0 | 0 | 0 |