Share:

SPEER BLVD over CHERRY CREEK

Map 

Coordinates:
+39.74611, -105.00040
39°44'46" N, 105°00'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:22,246 [as of 2013]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,898,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201474.6Functionally obsoleteGoodGoodGood22246
October 201274.6Functionally obsoleteGoodGoodGood22246
October 201074.0Functionally obsoleteGoodGoodVery Good27065
October 200874.0Functionally obsoleteGoodGoodVery Good27065
October 200674.4Functionally obsoleteGoodGoodVery Good23643
July 200474.4Functionally obsoleteGoodGoodVery Good23643
November 200273.8Functionally obsoleteGoodGoodVery Good23643
August 200073.7Functionally obsoleteGoodGoodVery Good22948
December 199973.7Functionally obsoleteGoodGoodVery Good22948
December 199873.7Functionally obsoleteGoodGoodVery Good22948
July 199673.9Functionally obsoleteGoodGoodGood21328
November 199475.9Functionally obsoleteGoodSatisfactoryGood21328
December 199273.9Functionally obsoleteGoodSatisfactoryGood21328
September 199073.3Functionally obsoleteVery GoodSatisfactoryVery Good28276