HAWAII BELT RD over PUNALUU STRM
Map
Coordinates:
+19.16439, -155.5014919°09'52" N, 155°30'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAWAII BELT RD over PUNALUU STRM |
Structure number: | 001000110306805 |
Location: | 1.29MI N/PUNALUU BLK SD R |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 2017] |
Truck traffic: | 6% 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: | Equal to present minimum criteria [6] |
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: | 75.1 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $194,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 75.1 |
May 2016 | Fair | Good | Satisfactory | Good | 2525 | 79.7 |
October 2014 | Fair | Good | Satisfactory | Good | 2525 | 79.7 |
October 2012 | Fair | Satisfactory | Satisfactory | Good | 2525 | 79.7 |
October 2010 | Fair | Satisfactory | Satisfactory | Good | 2525 | 79.7 |
December 2008 | Fair | Satisfactory | Satisfactory | Good | 2525 | 79.7 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 1838 | 81.8 |
October 2004 | Fair | Satisfactory | Satisfactory | Good | 1838 | 78.8 |
October 2002 | Fair | Satisfactory | Satisfactory | Good | 1838 | 78.8 |
October 2000 | Fair | Satisfactory | Satisfactory | Good | 1838 | 76.8 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 1838 | 76.8 |
October 1996 | Fair | Satisfactory | Satisfactory | Good | 1704 | 76.8 |
October 1994 | Fair | Satisfactory | Satisfactory | Good | 1741 | 76.8 |
December 1992 | Fair | Satisfactory | Satisfactory | Good | 1749 | 76.8 |
December 1990 | Fair | Satisfactory | Satisfactory | Good | 1749 | 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. | 108 | 96 | 12 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 747 | 747 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 648 | 648 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 54 | 36 | 18 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 54 | 50 | 4 | 0 | 0 |