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HAWKS PRAIRIE ROAD over WOODLAND CREEK

Map 

Coordinates:
+47.09028, -122.82246
47°05'25" N, 122°49'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAWKS PRAIRIE ROAD over WOODLAND CREEK
Structure number:084432000000000
Location:150 ft S Johnson Point Rd
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:4,406 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:58.4 tons [53.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$41,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201559.8Functionally obsoleteSatisfactorySatisfactoryFair4406
September 201371.9Functionally obsoleteSatisfactorySatisfactorySatisfactory4406
September 201152.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4415
September 200954.0Functionally obsoleteSatisfactorySatisfactorySatisfactory3678
November 200754.0Functionally obsoleteSatisfactorySatisfactorySatisfactory3678
September 200554.0Functionally obsoleteSatisfactorySatisfactorySatisfactory3678
September 200354.0Functionally obsoleteSatisfactorySatisfactorySatisfactory3678
April 200258.5Functionally obsoleteSatisfactoryGoodSatisfactory3678
March 200058.5Functionally obsoleteSatisfactoryGoodSatisfactory3678
September 199758.5Functionally obsoleteSatisfactoryGoodSatisfactory3678
August 199546.7Functionally obsoleteGoodGoodSatisfactory2976
March 199454.8Functionally obsoleteGoodGoodGood2971
October 199152.8Functionally obsoleteVery GoodVery GoodVery Good2971