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SPEER BLVD over CHERRY CREEK

Map

Coordinates:
+39.74611, -105.00040
39°44'46" N, 105°00'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPEER BLVD over CHERRY CREEK
Structure number:D-01-CC-060
Location:SPEER BLVD AT LAWRENCE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:113.2 ft. [34.5 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:64°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
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:26,672 [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:56.2 tons [51.1 metric tons]
Inventory rating:33.8 tons [30.7 metric tons]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,898,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201674.0GoodGoodGoodGoodFO26672
October 201474.6GoodGoodGoodGoodFO22246
October 201274.6GoodGoodGoodGoodFO22246
October 201074.0GoodGoodGoodVery GoodFO27065
October 200874.0GoodGoodGoodVery GoodFO27065
October 200674.4GoodGoodGoodVery GoodFO23643
July 200474.4GoodGoodGoodVery GoodFO23643
November 200273.8GoodGoodGoodVery GoodFO23643
August 200073.7GoodGoodGoodVery GoodFO22948
December 199973.7GoodGoodGoodVery GoodFO22948
December 199873.7GoodGoodGoodVery GoodFO22948
July 199673.9GoodGoodGoodGoodFO21328
November 199475.9FairGoodSatisfactoryGoodFO21328
December 199273.9FairGoodSatisfactoryGoodFO21328
September 199073.3FairVery GoodSatisfactoryVery GoodFO28276

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,1602,1350250
Deck
Reinforced Concrete Decksq. ft.17,76015,9841,77600
Wearing Surfacessq. ft.17,76017,760000
Substructure
Reinforced Concrete Pier Walllinear ft.120115500
Reinforced Concrete Abutmentlinear ft.338338000
Bridge Rail
Other Material Bridge Raillinear ft.4804641600