KUHIO HWY over HANALEI RIVER

Map 

Facts 

Name:	KUHIO HWY over HANALEI RIVER
Structure number:	007005600500123
Location:	0.81MI NW/HONU RD
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	106.0 ft. [32.3 m]
Total length:	112.9 ft. [34.4 m]
Roadway width between curbs:	17.1 ft. [5.2 m]
Deck width edge-to-edge:	23.6 ft. [7.2 m]
Vertical clearance above deck:	14.4 ft. [4.4 m]
Owner:	State Highway Agency [01]
Year built:	1912
Year reconstructed:	2003
Historic significance:	Historical significance is not determinable at this time [4]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	8,580 [as of 2007]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	45.1 tons [41.0 metric tons]
Inventory rating:	33.4 tons [30.4 metric tons]
Sufficiency rating:	51.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$4,533,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	7,342 [as of 1997]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
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]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	17.9 tons [16.3 metric tons]
Inventory rating:	9.0 tons [8.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	6.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$4,533,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5,573 [as of 1989]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	17.8 tons [16.2 metric tons]
Inventory rating:	8.9 tons [8.1 metric tons]
Evaluation:	Structurally deficient [1]
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,334,000

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