HAWAII BELT RD over PAHOEHOE STRM
Map
Coordinates:
+19.77476, -155.0937719°46'29" N, 155°05'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAWAII BELT RD over PAHOEHOE STRM |
Structure number: | 001000190309368 |
Location: | 0.62MI W/KUIKAHI RD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 48.9 ft. [14.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1912 |
Year reconstructed: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,476 [as of 1996] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 43.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $2,315,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Good | Satisfactory | 13476 | 43.7 |
March 2015 | Fair | Good | Good | Satisfactory | 13476 | 43.7 |
January 2013 | Fair | Satisfactory | Good | Satisfactory | 15455 | 43.7 |
March 2011 | Fair | Satisfactory | Good | Satisfactory | 15455 | 43.7 |
May 2009 | Fair | Satisfactory | Good | Satisfactory | 15455 | 43.7 |
November 2007 | Fair | Satisfactory | Good | Satisfactory | 13476 | 51.4 |
September 2005 | Fair | Satisfactory | Good | Satisfactory | 13476 | 51.4 |
October 2003 | Fair | Satisfactory | Good | Satisfactory | 13476 | 51.4 |
July 2001 | Fair | Satisfactory | Good | Satisfactory | 13476 | 51.3 |
July 1999 | Fair | Satisfactory | Good | Satisfactory | 13476 | 49.3 |
June 1997 | Fair | Satisfactory | Good | Satisfactory | 13476 | 49.3 |
July 1995 | Fair | Satisfactory | Good | Satisfactory | 13628 | 48.5 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 13022 | 48.9 |
December 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 13350 | 48.7 |
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 Arch | linear ft. | 48 | 44 | 4 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,344 | 1,344 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 80 | 72 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 40 | 0 | 40 | 0 | 0 |