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VAN MARTER ST over Lind Coulee

Map 

Coordinates:
+46.96921, -118.61572
46°58'09" N, 118°36'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VAN MARTER ST over Lind Coulee
Structure number:087568000000000
Location:0.1 S JCT SR 21
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:118.1 ft. [36.0 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2007
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:392 [as of 2014]
Truck traffic:5% 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]
Operating rating:89.1 tons [81.0 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,525,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.0Not deficientVery GoodVery GoodVery Good392
November 2013100.0Not deficientVery GoodVery GoodVery Good392
November 2011100.0Not deficientVery GoodVery GoodVery Good392
November 2009100.0Not deficientVery GoodVery GoodVery Good392
October 2007100.0Not deficientVery GoodVery GoodVery Good392