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MCCULLY ST over ALA WAI CANAL

Map

Coordinates:
+21.28829, -157.83277
21°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair1901678.5
September 2015FairSatisfactoryFairFair1901678.0
March 2014FairSatisfactoryFairFair1901659.2
July 2011FairFairFairFair1901658.1
October 2008FairFairSatisfactoryFair1901658.1
February 2008FairSatisfactorySatisfactorySatisfactory1901669.7
January 2002FairGoodSatisfactorySatisfactory1901669.7
April 2000FairGoodSatisfactorySatisfactory8500066.5
April 1999FairSatisfactoryFairFair8500056.5
April 1997FairGoodSatisfactorySatisfactory8500069.6
March 1995GoodGoodGoodGood2800078.3
January 1994FairSatisfactoryGoodGood2800078.3
December 1991FairSatisfactoryGoodGood2800078.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.3330300
Masonry Abutmentlinear ft.2502005000
Reinforced Concrete Pileeach1781631500
Reinforced Concrete Pier Caplinear ft.86767818054
Joints
Pourable Jointlinear ft.2852750010
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.383383000
Reinforced Concrete Bridge Raillinear ft.383383000
Deck
Reinforced Concrete Slabsq. ft.13,94313,759165163
Wearing Surfacessq. ft.9,60009,0505500