MAMALAHOA over MAMALAHOA/UMAUMA STRM
Map
Coordinates:
+19.90613, -155.1411119°54'22" N, 155°08'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MAMALAHOA over MAMALAHOA/UMAUMA STRM |
Structure number: | 001310001100001 |
Location: | TMK 3-1-01:27 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 980 [as of 1986] |
Deck condition: | Good [7 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: | 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 76.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $510,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Satisfactory | 980 | 76.6 |
September 2015 | Good | Good | Good | Good | 980 | 76.6 |
September 2013 | Good | Good | Good | Good | 980 | 76.6 |
November 2011 | Good | Good | Good | Good | 980 | 43.9 |
July 2009 | Good | Good | Good | Good | 980 | 43.9 |
December 2007 | Good | Good | Good | Good | - | 60.7 |
January 2001 | Good | Good | Good | Good | - | 73.3 |
February 1999 | Fair | Satisfactory | Good | Good | - | 73.3 |
February 1997 | Fair | Satisfactory | Good | Good | - | 76.3 |
January 1995 | Fair | Satisfactory | Good | Good | - | 82.6 |
February 1993 | Fair | Satisfactory | Good | Good | - | 82.6 |
January 1991 | Fair | Satisfactory | Good | Good | - | 82.6 |
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. | 440 | 208 | 228 | 4 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,200 | 2,186 | 14 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,200 | 0 | 0 | 2,200 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 44 | 32 | 12 | 0 | 0 |
Masonry Abutment | linear ft. | 50 | 25 | 25 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 220 | 0 | 220 | 0 | 0 |