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WB SPEER BLVD over S PLATTE RVR/RR/WATER ST

Map

Coordinates:
+39.75424, -105.01006
39°45'15" N, 105°00'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB SPEER BLVD over S PLATTE RVR/RR/WATER ST
Structure number:D-02-PR-090A
Location:WB SPEER NEAR I-25 EXIT
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:252.0 ft. [76.8 m]
Total length:414.4 ft. [126.3 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,152 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Sufficiency rating:73.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201673.8GoodGoodGoodGood-27152
October 201474.0GoodGoodGoodGood-25237
October 201274.0GoodGoodGoodGood-25237
October 201074.2GoodGoodGoodGood-23721
December 200874.2GoodGoodGoodGood-23721
September 200673.7GoodGoodGoodGood-27908
August 200473.7GoodGoodGoodGood-27908
October 200273.7GoodVery GoodVery GoodVery Good-27908
August 200069.2GoodExcellentVery GoodVery Good-25846

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,1071,107000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Stringerlinear ft.2,0282,028000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.25,97724,4181,55900
Superstructure
Steel Archlinear ft.507050700
Steel Protective Coatingsq. ft.10,75310,753000
Steel Main Cablelinear ft.3,2783,278000
Steel Floor Beamlinear ft.7527183400
Steel Protective Coatingsq. ft.10,75310,753000
Steel Pin or Pin & Hangar Assemblyeach8080000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Pier Walllinear ft.3434000
Reinforced Concrete Abutmentlinear ft.128125300
Reinforced Concrete Pier Caplinear ft.138133500
Joints
Strip Seal Jointlinear ft.6306300
Pourable Jointlinear ft.125125000
Assembly with Sealeach6306300
Bearings
Elastomeric Bearingeach1414000
Pot Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.829829000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.414414000