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PRYOR CREEK RD over INT PRYOR CREEK 012

Map

Coordinates:
+45.79631, -108.28835
45°47'47" N, 108°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PRYOR CREEK RD over INT PRYOR CREEK 012
Structure number:L56271000+00001
Location:9M E BILLINGS
Purpose:Carries highway overpass over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:95.1 ft. [29.0 m]
Total length:328.8 ft. [100.2 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Sufficiency rating:91.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201691.6FairFairSatisfactorySatisfactory-100
April 201491.6FairFairSatisfactorySatisfactory-100
April 201291.6FairFairGoodGood-100
April 201089.6FairFairGoodGood-100
April 200889.6FairSatisfactoryGoodGood-100
April 200690.6GoodGoodGoodVery Good-100
March 200490.6GoodGoodGoodVery Good-100
November 200190.6GoodGoodGoodVery Good-100
January 200086.6GoodGoodGoodVery GoodFO100
November 199786.6GoodGoodGoodVery GoodFO100
February 199688.6GoodGoodGoodVery GoodFO100
June 199488.5GoodGoodGoodVery GoodFO252
June 199288.5GoodGoodGoodVery GoodFO96
May 199188.5GoodGoodGoodVery GoodFO96