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SMITH HOLLOW RD. over TUCANNON RIVER

Map

Coordinates:
+46.50493, -118.06499
46°30'18" N, 118°03'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SMITH HOLLOW RD. over TUCANNON RIVER
Structure number:087684000000000
Location:0.1 S JCT SR 261
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:115.2 ft. [35.1 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
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:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:20% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good10099.8
October 2015GoodVery GoodVery GoodVery Good10099.8
April 2014GoodVery GoodVery GoodVery Good10099.8
April 2012GoodVery GoodVery GoodVery Good10099.8
April 2010GoodVery GoodVery GoodVery Good10099.8
August 2008GoodVery GoodVery GoodVery Good10099.8