Share:

PIONEER RD RS 589 over DRY STREAM

Map

Coordinates:
+38.78756, -98.79739
38°47'15" N, 98°47'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PIONEER RD RS 589 over DRY STREAM
Structure number:000000000840280
Location:5.3S 3.0E OF RUSSELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.0 ft. [13.4 m]
Total length:112.2 ft. [34.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:265 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201699.9GoodGoodGoodVery Good-265
April 201499.9GoodGoodGoodVery Good-265
May 201299.9GoodGoodGoodVery Good-265
February 201099.9GoodGoodGoodVery Good-265
April 200899.9GoodExcellentExcellentExcellent-265
February 200699.9GoodExcellentExcellentExcellent-265
February 200499.9GoodExcellentExcellentExcellent-265
February 200299.9GoodExcellentExcellentExcellent-265
April 200099.9GoodExcellentExcellentExcellent-265
April 199899.9GoodExcellentExcellentExcellent-265
March 199699.9GoodExcellentExcellentExcellent-265
October 199399.9GoodExcellentExcellentExcellent-265
September 199199.9GoodExcellentExcellentExcellent-265