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CENTER STREET over PINE CREEK

Piute County, Utah

Map

Coordinates:
+38.44944, -112.22631
38°26'58" N, 112°13'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CENTER STREET over PINE CREEK
Structure number:031010E
Location:350 E. CTR. ST. MARYSVALE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.7 ft. [6.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:29°
Owner:Town or Township Highway Agency [03]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:158 [as of 2010]
Truck traffic:4% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Good7 out of 1015876.3
May 2016Good7 out of 1015876.3
May 2014Good7 out of 1015881.5
May 2012Good7 out of 1015881.5
May 2010Good7 out of 1015880.5
August 2008Good7 out of 1015880.5
June 2006Good7 out of 1012580.5
May 2004Good7 out of 1012580.5
June 2002Good7 out of 1012580.5
June 2000Good7 out of 1012580.5
June 1998Good7 out of 1012580.5
June 1996Good7 out of 1012580.5
May 1994Good7 out of 1012579.0
September 1992Good7 out of 1010095.0
July 1990Good7 out of 1025079.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.4542300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4804800