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US385 over WEST STRAWBERRY CK

Map

Coordinates:
+44.35137, -103.73835
44°21'05" N, 103°44'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US385 over WEST STRAWBERRY CK
Structure number:000000041156177
Location:0.6 S OF PLUMA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:17.1 ft. [5.2 m]
Total length:34.8 ft. [10.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,964 [as of 2015]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2015Good8 out of 10196494.1
August 2011Good8 out of 10142095.7
August 2007Good8 out of 10170094.9
October 2003Good8 out of 10174094.7
July 2002Good9 out of 10182594.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.192190020