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PLEASANT GLADE RD over WOODLAND CREEK

Map 

Coordinates:
+47.07194, -122.81722
47°04'19" N, 122°49'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PLEASANT GLADE RD over WOODLAND CREEK
Structure number:087081000000000
Location:0.85 m E of SleaterKinney
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:2003
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:Bituminous [6]

Latest Available Inspection: September 2016 

Status:Open, no restriction [A]
Average daily traffic:420 [as of 2016]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:95.0 tons [86.4 metric tons]
Inventory rating:57.4 tons [52.2 metric tons]
Sufficiency rating:76.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201676.3Not deficientVery GoodVery GoodVery Good420
September 201493.1Not deficientVery GoodVery GoodVery Good100
September 201293.5Not deficientVery GoodVery GoodVery Good50
September 201094.5Not deficientVery GoodVery GoodVery Good50
September 200894.5Not deficientVery GoodVery GoodVery Good50
August 200694.5Not deficientVery GoodVery GoodVery Good50
July 200594.5Not deficientVery GoodVery GoodVery Good50
August 200394.5Not deficientVery GoodVery GoodVery Good50