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SB UNIVERSITY BLVD over CHERRY CREEK

Map

Coordinates:
+39.71564, -104.95930
39°42'56" N, 104°57'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SB UNIVERSITY BLVD over CHERRY CREEK
Structure number:D-01-CC-282A
Location:S OF CHERRY CREEK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.4 ft. [31.5 m]
Total length:105.6 ft. [32.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,254 [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: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:67.0 tons [60.9 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:76.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.2GoodGoodGoodGoodFO23254
October 201476.3GoodGoodGoodGoodFO22183
October 201276.3GoodGoodVery GoodGoodFO22183
October 201076.5GoodGoodVery GoodVery GoodFO20742
October 200876.1GoodGoodVery GoodVery GoodFO24313
October 200676.1GoodGoodVery GoodVery GoodFO24313
July 200476.1FairSatisfactoryVery GoodVery GoodFO24313
October 200277.1GoodGoodVery GoodVery GoodFO24313
August 200076.7GoodGoodVery GoodVery GoodFO27703
January 199976.7GoodGoodVery GoodVery GoodFO27703
July 199675.4GoodGoodVery GoodVery Good-21197
December 199476.0GoodGoodVery GoodVery Good-21197
December 199276.0GoodGoodVery GoodVery Good-21197
October 199076.1GoodVery GoodVery GoodVery Good-19851

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6215715000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.5,2224,33488800
Wearing Surfacessq. ft.5,2224,96126100
Substructure
Reinforced Concrete Abutmentlinear ft.107100700
Joints
Strip Seal Jointlinear ft.5105100
Compression Jointlinear ft.5656000
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Other Material Bridge Raillinear ft.106106000