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IRR BIA RTE 5 over S FORK HUMBOLT RIVER

Map

Coordinates:
+40.55935, -115.59087
40°33'34" N, 115°35'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:IRR BIA RTE 5 over S FORK HUMBOLT RIVER
Structure number:00000000000H320
Location:0.15 KM N OF BIA ROUTE 1
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:78.1 ft. [23.8 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:Bureau of Indian Affairs [62]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13 [as of 2016]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.6 tons [44.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201694.9GoodVery GoodGoodVery Good-13
October 201494.9GoodVery GoodVery GoodVery Good-13
November 201194.9GoodVery GoodVery GoodVery Good-13
April 201094.9GoodVery GoodVery GoodVery Good-13
June 200894.9GoodVery GoodVery GoodVery Good-13
September 200594.9GoodVery GoodExcellentVery Good-13
May 200394.9GoodVery GoodExcellentVery Good-13