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MCELFRESH ROAD SW over ZEKNOR CREEK

Map 

Coordinates:
+46.77128, -122.94806
46°46'17" N, 122°56'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCELFRESH ROAD SW over ZEKNOR CREEK
Structure number:086188000000000
Location:0.17 m W of Zenkner Vally
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:55.1 ft. [16.8 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:79 [as of 2015]
Truck traffic:15% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:98.0 tons [89.1 metric tons]
Inventory rating:75.2 tons [68.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.2
Estimated cost of work:$205,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201587.2Functionally obsoleteVery GoodVery GoodVery Good79
December 201390.2Functionally obsoleteVery GoodVery GoodVery Good79
December 201190.2Functionally obsoleteVery GoodVery GoodVery Good79
December 200990.2Functionally obsoleteVery GoodVery GoodVery Good80
October 200790.2Functionally obsoleteVery GoodVery GoodVery Good80
January 200690.2Functionally obsoleteVery GoodVery GoodVery Good80
November 200390.2Not deficientVery GoodVery GoodVery Good80
October 200187.1Not deficientVery GoodVery GoodVery Good80
October 199987.1Not deficientVery GoodVery GoodVery Good80
September 199791.3Not deficientVery GoodVery GoodVery Good80
March 199694.4Not deficientVery GoodVery GoodVery Good80