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HAMLET ROAD over N FORK NEHALEM RIVER

Map

Coordinates:
+45.84184, -123.69043
45°50'31" N, 123°41'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAMLET ROAD over N FORK NEHALEM RIVER
Structure number:11222A130100567
Location:057 MI SE OF JCT HWY 53
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:66.9 ft. [20.4 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2010]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:83.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201583.9FairGoodGoodSatisfactory-110
April 201383.9FairGoodGoodSatisfactory-110
May 201183.9FairGoodGoodSatisfactory-110
May 200983.9GoodVery GoodVery GoodVery Good-110
October 200880.8GoodVery GoodVery GoodVery Good-110
September 200680.8GoodVery GoodVery GoodVery Good-106
September 200480.8GoodVery GoodVery GoodVery Good-106
September 200280.9GoodVery GoodVery GoodVery Good-103
September 200088.0GoodVery GoodVery GoodVery Good-100
September 199888.0GoodVery GoodVery GoodVery Good-100
May 199688.0GoodVery GoodVery GoodVery Good-100
April 199488.2GoodVery GoodVery GoodVery Good-100
March 199288.2GoodVery GoodVery GoodVery Good-100
February 199088.4GoodExcellentExcellentExcellent-75

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Prestressed Concrete Decksq. ft.3,2403,240000
Wearing Surfacessq. ft.3,2403,240000
Substructure
Reinforced Concrete Pier Walllinear ft.2424000
Reinforced Concrete Abutmentlinear ft.6464000
Joints
Pourable Jointlinear ft.75235200
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.27013014000
Steel Protective Coatingsq. ft.1,6741,3742001000