MCCULLY ST over ALA WAI CANAL
Map
Coordinates:
+21.28829, -157.8327721°17'18" N, 157°49'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MCCULLY ST over ALA WAI CANAL |
Structure number: | 003083401400011 |
Location: | INT/ALAWAI BLVD/MCCULLY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 166.0 ft. [50.6 m] |
Roadway width between curbs: | 69.9 ft. [21.3 m] |
Deck width edge-to-edge: | 86.6 ft. [26.4 m] |
Skew angle: | 22° |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
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: | 19,016 [as of 2000] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.5 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Fair | Fair | 19016 | 78.5 |
September 2015 | Fair | Satisfactory | Fair | Fair | 19016 | 78.0 |
March 2014 | Fair | Satisfactory | Fair | Fair | 19016 | 59.2 |
July 2011 | Fair | Fair | Fair | Fair | 19016 | 58.1 |
October 2008 | Fair | Fair | Satisfactory | Fair | 19016 | 58.1 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 19016 | 69.7 |
January 2002 | Fair | Good | Satisfactory | Satisfactory | 19016 | 69.7 |
April 2000 | Fair | Good | Satisfactory | Satisfactory | 85000 | 66.5 |
April 1999 | Fair | Satisfactory | Fair | Fair | 85000 | 56.5 |
April 1997 | Fair | Good | Satisfactory | Satisfactory | 85000 | 69.6 |
March 1995 | Good | Good | Good | Good | 28000 | 78.3 |
January 1994 | Fair | Satisfactory | Good | Good | 28000 | 78.3 |
December 1991 | Fair | Satisfactory | Good | Good | 28000 | 78.3 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 33 | 30 | 3 | 0 | 0 |
Masonry Abutment | linear ft. | 250 | 200 | 50 | 0 | 0 |
Reinforced Concrete Pile | each | 178 | 163 | 15 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 867 | 678 | 180 | 5 | 4 |
Joints |
Pourable Joint | linear ft. | 285 | 275 | 0 | 0 | 10 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 383 | 383 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 383 | 383 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 13,943 | 13,759 | 165 | 16 | 3 |
Wearing Surfaces | sq. ft. | 9,600 | 0 | 9,050 | 550 | 0 |