Share:

CRANE CREEK RD over CRANE CREEK

Map 

Coordinates:
+42.11811, -120.29080
42°07'05" N, 120°17'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CRANE CREEK RD over CRANE CREEK
Structure number:20446 000 00000
Location:1.5 mi East of Hwy 395
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:10 [as of 2010]
Truck traffic:1% 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:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201478.5Functionally obsoleteGoodGoodGood10
July 201278.5Not deficientGoodGoodGood10
August 201080.5Not deficientGoodGoodGood10
November 200880.5Not deficientVery GoodVery GoodVery Good10
June 200684.5Not deficientVery GoodVery GoodVery Good10