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HI BLT RD PALANI R over TPL MTL PL CULVT

Map

Coordinates:
+19.61694, -155.96893
19°37'01" N, 155°58'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HI BLT RD PALANI R over TPL MTL PL CULVT
Structure number:001000110300242
Location:2.38MI S/PALANI RD JUNCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:6.9 ft. [2.1 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:107.3 ft. [32.7 m]
Deck width edge-to-edge:110.2 ft. [33.6 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1984
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,210 [as of 2007]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$625,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Good7 out of 102121098.0
August 2015Good8 out of 102121098.0
October 2014Good8 out of 102121098.0
August 2013Good8 out of 102183698.0
August 2011Good8 out of 102121098.0
September 2009Good8 out of 102121098.0
December 2007Good8 out of 102183698.0
May 2004Good8 out of 102183698.0
April 2002Good8 out of 102183698.0
April 2000Good8 out of 102183676.4
April 1998Good8 out of 102183676.4
April 1996Good8 out of 101798376.8
July 1994Good8 out of 101644577.4
September 1992Good8 out of 101679077.4
September 1990Good8 out of 101679077.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Steel Culvertlinear ft.333333000
Steel Protective Coatingsq. ft.2,3312,331000