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RAZOR CREEK RD over RAZOR CREEK 164

Map

Coordinates:
+45.98622, -108.34294
45°59'10" N, 108°20'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAZOR CREEK RD over RAZOR CREEK 164
Structure number:L56800000+05001
Location:3M N SHEPHERD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:91.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201791.7FairSatisfactoryGoodSatisfactory-100
January 201591.7FairSatisfactoryGoodSatisfactory-100
January 201391.6FairSatisfactoryGoodSatisfactory-100
January 201191.6FairSatisfactorySatisfactorySatisfactory-100
January 200991.6FairSatisfactorySatisfactorySatisfactory-100
January 200791.6FairSatisfactorySatisfactorySatisfactory-100
December 200491.6FairGoodGoodSatisfactory-100
March 200491.6FairGoodGoodSatisfactory-100
March 200291.6FairGoodGoodSatisfactory-100
March 199891.6FairVery GoodGoodSatisfactory-100
March 199689.6GoodVery GoodVery GoodVery Good-100
March 199489.5GoodVery GoodVery GoodGood-31