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MCCULLY ST over ALA WAI CANAL

Honolulu County, Hawaii

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Fair	Fair	Fair	19016	78.5
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, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	33	29	4	0	0
Masonry Abutment	linear ft.	250	200	50	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	867	678	180	5	4
Reinforced Concrete Pile	each	178	163	15	0	0
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

© 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/1105650