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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 2018

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 2018FairFairFairFair1901678.5
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, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.3329400
Masonry Abutmentlinear ft.2502005000
Reinforced Concrete Pile Cap/Footinglinear ft.86767818054
Reinforced Concrete Pileeach1781631500
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