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JACKPOT DRIVE over WEST SAND CREEK TRIB.

Map 

Coordinates:
+38.90702, -104.70855
38°54'25" N, 104°42'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Inventory rating:90.5 tons [82.3 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201698.8Good7 out of 10-1773
April 201499.8Good7 out of 10-1773
April 201297.0Good7 out of 10-207
April 201097.0Good7 out of 10-207
March 200896.9Good7 out of 10-1597
April 200696.9Good7 out of 10-1597
May 200496.9Good7 out of 10-1597
April 200296.9Good9 out of 10-1271
May 200096.9Good7 out of 10-1271
October 199996.9Good7 out of 10-1271
October 199896.9Good7 out of 10-1271
November 199697.0Good9 out of 10-10