Share:

HAMLET ROAD over ASVICK CREEK

Map

Coordinates:
+45.85614, -123.71181
45°51'22" N, 123°42'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAMLET ROAD over ASVICK CREEK
Structure number:11219A130100377
Location:040 MI SE JCT HWY 53
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:75.1 ft. [22.9 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:20°
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]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:276 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:79.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201579.1GoodGoodGoodGood-276
April 201379.1GoodGoodGoodGood-276
May 201180.1GoodGoodGoodGood-276
May 200979.1GoodVery GoodVery GoodVery Good-276
October 200882.1GoodVery GoodVery GoodVery Good-276
September 200682.2GoodVery GoodVery GoodVery Good-265
September 200482.2GoodVery GoodVery GoodVery Good-265
September 200282.3GoodVery GoodVery GoodVery Good-258
September 200087.0GoodVery GoodVery GoodVery Good-250
September 199887.0GoodVery GoodVery GoodVery Good-250
May 199687.0GoodVery GoodVery GoodVery Good-250
April 199487.0GoodVery GoodVery GoodVery Good-250
March 199287.0GoodVery GoodVery GoodVery Good-250
February 199087.0GoodExcellentExcellentExcellent-250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.23119130100
Deck
Reinforced Concrete Top Flangesq. ft.2,0402,040000
Wearing Surfacessq. ft.2,0402,040000
Substructure
Reinforced Concrete Abutmentlinear ft.975725150
Joints
Other Jointlinear ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1841186600
Steel Protective Coatingsq. ft.1,1417003411000