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BOOTH AVE. over SAND DITCH

Map 

Coordinates:
+46.75235, -118.31220
46°45'08" N, 118°18'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOOTH AVE. over SAND DITCH
Structure number:085474000000000
Location:00.05 EAST OF SR260
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:355 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$476,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201491.5Not deficient---355
November 201291.5Not deficient---355
November 201091.5Not deficient---355
December 200891.5Not deficient---355
November 200686.4Not deficient-SatisfactorySatisfactory355
November 200486.4Not deficient-SatisfactorySatisfactory355
January 200391.0Not deficient-SatisfactorySatisfactory150
March 200191.0Not deficient-SatisfactoryGood150
March 199991.0Not deficient-SatisfactoryGood150
August 199791.0Not deficient-SatisfactoryGood150
August 199580.3Not deficient-SatisfactoryGood150
April 199380.3Not deficient-SatisfactoryGood150
August 199180.3Not deficient-GoodGood150