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WB PLATTE AVE over SAND CREEK

Map

Coordinates:
+38.83935, -104.72912
38°50'22" N, 104°43'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB PLATTE AVE over SAND CREEK
Structure number:CSG-L.57-08.99
Location:0.3 MI W OF POWERS BLVD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:47.9 ft. [14.6 m]
Total length:356.6 ft. [108.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
Year reconstructed:1968
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,189 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:56.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairFairSatisfactory1618956.1
May 2014FairFairFairSatisfactory1618956.1
June 2012FairFairFairSatisfactory1248256.7
June 2010FairFairFairSatisfactory1248256.7
March 2008PoorPoorFairSatisfactory1248254.6
April 2006FairFairFairSatisfactory1512656.3
May 2004FairFairSatisfactorySatisfactory1512666.7
May 2002FairSatisfactorySatisfactorySatisfactory1450567.7
June 2000FairSatisfactorySatisfactoryFair1450556.9
September 1999FairSatisfactorySatisfactoryFair1450554.9
September 1998FairSatisfactorySatisfactoryFair1450554.9
November 1996FairSatisfactorySatisfactorySatisfactory1285064.6
July 1994FairSatisfactorySatisfactorySatisfactory1285066.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,42601,358680
Deck
Reinforced Concrete Decksq. ft.12,1212,4254,8484,8480
Wearing Surfacessq. ft.12,121012,12100
Substructure
Reinforced Concrete Pier Walllinear ft.20414824320
Reinforced Concrete Abutmentlinear ft.6868000
Joints
Pourable Jointlinear ft.180180000
Bearings
Fixed Bearingeach24012120
Steel Protective Coatingsq. ft.2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.713071300
Steel Protective Coatingsq. ft.71357014300