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WELLSANDT RD. over DRY WASH

Map 

Coordinates:
+47.12579, -118.23304
47°07'33" N, 118°13'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WELLSANDT RD. over DRY WASH
Structure number:087185000000000
Location:01.25 MI E HILLS ROAD
Purpose:Carries highway over relief for waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.0 ft. [13.4 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:24°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:52.5 tons [47.7 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.9Not deficientVery GoodVery GoodGood80
November 201299.9Not deficientVery GoodVery GoodGood80
November 201099.9Not deficientVery GoodVery GoodGood80
December 2008100.0Not deficientVery GoodVery GoodGood71
November 200699.9Not deficientVery GoodVery GoodGood79
November 2004100.0Not deficientVery GoodVery GoodGood62