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JACKPOT DRIVE over WEST SAND CREEK TRIB.

Map

Coordinates:
+38.90677, -104.70886
38°54'24" N, 104°42'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JACKPOT DRIVE over WEST SAND CREEK TRIB.
Structure number:CSG-M.60-13.60
Location:W OF CHARLOTTE PARKWAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:10.2 ft. [3.1 m]
Total length:21.7 ft. [6.6 m]
Roadway width between curbs:47.6 ft. [14.5 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,773 [as of 2013]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:98.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10177398.8
April 2014Good7 out of 10177399.8
April 2012Good7 out of 1020797.0
April 2010Good7 out of 1020797.0
March 2008Good7 out of 10159796.9
April 2006Good7 out of 10159796.9
May 2004Good7 out of 10159796.9
April 2002Good9 out of 10127196.9
May 2000Good7 out of 10127196.9
October 1999Good7 out of 10127196.9
October 1998Good7 out of 10127196.9
November 1996Good9 out of 101097.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2111743700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4343000
Steel Protective Coatingsq. ft.10,75310,753000