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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201694.9Not deficientVery GoodGoodVery Good13
October 201494.9Not deficientVery GoodVery GoodVery Good13
November 201194.9Not deficientVery GoodVery GoodVery Good13
April 201094.9Not deficientVery GoodVery GoodVery Good13
June 200894.9Not deficientVery GoodVery GoodVery Good13
September 200594.9Not deficientVery GoodExcellentVery Good13
May 200394.9Not deficientVery GoodExcellentVery Good13