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15TH ST over SOUTH PLATTE RIVER

Map

Coordinates:
+39.75533, -104.00789
39°45'19" N, 104°00'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:15TH ST over SOUTH PLATTE RIVER
Structure number:D-02-PR-070A
Location:E OF PLATTE DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:99.1 ft. [30.2 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,992 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:61.4 tons [55.8 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:76.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$869,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.3FairSatisfactoryGoodSatisfactoryFO13992
October 201476.6FairSatisfactoryGoodSatisfactoryFO12042
October 201276.6FairSatisfactoryGoodSatisfactoryFO12042
October 201076.4FairSatisfactoryGoodSatisfactoryFO13113
November 200876.4FairGoodGoodSatisfactoryFO13113
October 200665.3FairGoodGoodFairFO11567
August 200476.6FairGoodVery GoodSatisfactoryFO11567
October 200276.6FairGoodVery GoodSatisfactoryFO11567

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,8181,814400
Deck
Reinforced Concrete Decksq. ft.12,28210,1942,08800
Wearing Surfacessq. ft.12,28210,1942,08800
Substructure
Reinforced Concrete Pier Walllinear ft.6158300
Reinforced Concrete Abutmentlinear ft.1225646200
Reinforced Concrete Pier Caplinear ft.6161000
Joints
Strip Seal Jointlinear ft.122012200
Pourable Jointlinear ft.122616100
Bearings
Elastomeric Bearingeach1818000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.404395900