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KUHIO HWY over HANALEI RIVER

Map 

Coordinates:
+22.21026, -159.47554
22°12'37" N, 159°28'32" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

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