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WAIANUENUE AVE over AINAKO STRM
Map
Coordinates:
+19.71704, -155.10570
19°43'01" N, 155°06'21" W
+19.71704, -155.10570
19°43'01" N, 155°06'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WAIANUENUE AVE over AINAKO STRM |
| Structure number: | 001027201400020 |
| Location: | WAIANUENUE/G CARVALHO PK |
| Purpose: | Carries highway and pedestrian walkway over relief for waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1924 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,630 [as of 1986] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | 67.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $256,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | - | Satisfactory | Satisfactory | 6630 | 67.3 |
| December 2015 | Fair | - | Satisfactory | Satisfactory | 6630 | 67.3 |
| January 2014 | Good | Good | Good | Good | 6630 | 67.3 |
| January 2012 | Good | Good | Good | Good | 6630 | 67.3 |
| January 2010 | Good | Good | Good | Good | 6630 | 67.3 |
| January 2008 | Good | Good | Good | Good | 6630 | 67.3 |
| May 2000 | Good | Good | Good | Good | 6630 | 76.6 |
| May 1998 | Good | Good | Good | Good | 6630 | 76.6 |
| May 1996 | Good | Good | Good | Good | 6630 | 76.6 |
| May 1994 | Fair | Good | Good | Satisfactory | 6630 | 76.4 |
| May 1992 | Fair | Good | Good | Satisfactory | 6630 | 76.4 |
| May 1990 | Fair | Good | Good | Satisfactory | 6630 | 76.4 |
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. | 45 | 40 | 5 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,503 | 0 | 0 | 1,503 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 64 | 32 | 32 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 121 | 0 | 121 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105059
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1105059