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S 78 FH 83 over EAST ROSEBUD CREEK

Map

Coordinates:
+45.43526, -109.46780
45°26'07" N, 109°28'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S 78 FH 83 over EAST ROSEBUD CREEK
Structure number:P00078026+02021
Location:6M S ABSAROKEE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:51.8 ft. [15.8 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1959
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:3
Main spans material:Prestressed concrete [5]
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:760 [as of 2009]
Truck traffic:2% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:37.8 tons [34.4 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Sufficiency rating:58.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201658.7FairSatisfactoryGoodSatisfactory-760
February 201458.7FairSatisfactoryGoodSatisfactory-760
February 201258.7FairSatisfactoryGoodGood-760
February 201067.0GoodGoodGoodGood-730
February 200868.0GoodGoodGoodGood-640
February 200659.7GoodGoodGoodGood-760
February 200467.1GoodGoodGoodGood-720
March 200267.1GoodGoodGoodGood-720
April 200066.7GoodGoodGoodGood-750
December 199767.2GoodGoodGoodGood-710
December 199567.8GoodGoodGoodGood-490
May 199465.9GoodGoodGoodGood-480
January 199265.6GoodGoodVery GoodGood-510