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OR 31 (HWY 019) over MURDOCK CREEK

Map 

Coordinates:
+43.12853, -120.97401
43°07'43" N, 120°58'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OR 31 (HWY 019) over MURDOCK CREEK
Structure number:03909A019 05074
Location:034 MI S OSHD MAINT STA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:530 [as of 2010]
Truck traffic:26% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:41.7 tons [37.9 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201595.0Not deficientVery GoodVery GoodVery Good530
January 201395.0Not deficientVery GoodVery GoodVery Good530
January 201195.0Not deficientVery GoodVery GoodVery Good630
January 200996.0Not deficientVery GoodVery GoodVery Good630
January 200797.8Not deficientVery GoodVery GoodVery Good810
January 200598.8Not deficientVery GoodVery GoodVery Good840
January 200398.8Not deficientVery GoodVery GoodVery Good800
January 200196.8Not deficientVery GoodVery GoodVery Good800
January 199997.8Not deficientVery GoodVery GoodVery Good800
January 199797.8Not deficientVery GoodVery GoodVery Good800
January 199597.8Not deficientVery GoodVery GoodVery Good800
November 199299.8Not deficientVery GoodVery GoodVery Good800
November 199097.8Not deficientVery GoodVery GoodVery Good550