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LIND-RALSTON RD over LIND COULEE

Map 

Coordinates:
+46.94464, -118.49743
46°56'41" N, 118°29'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LIND-RALSTON RD over LIND COULEE
Structure number:083146000000000
Location:4.0 E US395
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:County Highway Agency [02]
Year built:1993
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: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:145 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:98.5
Estimated cost of work:$590,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201498.5Not deficient---145
November 201298.5Not deficient---145
November 201098.5Not deficient---145
December 200898.5Not deficient---141
November 200694.9Not deficient-GoodGood162
November 200495.0Not deficient-GoodGood51
March 200395.0Not deficient-GoodGood51
April 200194.9Not deficient-Very GoodVery Good80
March 199994.9Not deficient-Very GoodVery Good80
June 199794.9Not deficient-Very GoodVery Good80
April 199594.9Not deficient-Very GoodVery Good80
May 199391.9Not deficient-Very GoodVery Good80
October 199169.4Not deficient-GoodGood80