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HOGAN RD over PRYOR CREEK 007

Map

Coordinates:
+45.81983, -108.29029
45°49'11" N, 108°17'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOGAN RD over PRYOR CREEK 007
Structure number:L56007000+01001
Location:7M S HUNTLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:91.9 ft. [28.0 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1979
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:Tee beam [04]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:94.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201594.9FairGoodSatisfactoryGood-100
May 201394.9FairGoodSatisfactoryGood-100
May 201194.9FairGoodSatisfactoryGood-100
May 200993.9FairGoodSatisfactoryGood-100
November 200893.9FairSatisfactorySatisfactoryGood-100
November 200691.9FairSatisfactorySatisfactoryGood-100
December 200491.9FairSatisfactorySatisfactoryGood-100
February 200491.9FairSatisfactorySatisfactoryGood-100
February 200291.9FairSatisfactorySatisfactoryGood-100
February 200098.8FairSatisfactorySatisfactoryGood-100
January 199899.8GoodGoodGoodGood-100
March 199699.8GoodGoodGoodGood-100
February 199498.9GoodGoodGoodGood-31
February 199298.9GoodGoodVery GoodGood-31
December 198998.9GoodGoodVery GoodVery Good-31