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NB UNIVERSITY BLVD over CHERRY CREEK

Map

Coordinates:
+39.71567, -104.95906
39°42'56" N, 104°57'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NB UNIVERSITY BLVD over CHERRY CREEK
Structure number:D-01-CC-281
Location:JUST S OF CHERRY CREEK N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,293 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:55.2 tons [50.2 metric tons]
Inventory rating:33.1 tons [30.1 metric tons]
Sufficiency rating:74.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201674.0FairGoodSatisfactorySatisfactoryFO23293
October 201471.0PoorPoorSatisfactorySatisfactorySD22498
October 201271.0PoorPoorSatisfactorySatisfactorySD22498
October 201071.4PoorPoorGoodGoodSD19190
October 200872.9FairFairGoodGoodFO24152
October 200672.9FairFairGoodSatisfactoryFO24152
July 200472.9FairFairGoodGoodFO24152
October 200272.7FairFairGoodGoodFO24152
August 200073.3FairSatisfactoryVery GoodVery GoodFO26617
January 199973.3FairSatisfactoryVery GoodVery GoodFO26617
July 199673.3FairFairGoodGoodFO17721
December 199472.0FairFairGoodGood-17721
December 199272.0FairFairGoodGood-17721
October 199071.1FairFairGoodGood-26289

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.84065018910
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.5,87201,4684,4040
Substructure
Reinforced Concrete Abutmentlinear ft.140136400
Joints
Strip Seal Jointlinear ft.7070000
Compression Jointlinear ft.7007000
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.8484000