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LINCOLN ST over CHERRY CREEK

Map 

Coordinates:
+39.72617, -104.98623
39°43'34" N, 104°59'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN ST over CHERRY CREEK
Structure number:D-01-CC-190
Location:LINCOLN AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
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:26,586 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:50.3 tons [45.7 metric tons]
Inventory rating:30.1 tons [27.4 metric tons]
Sufficiency rating:59.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,170,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201659.2FairSatisfactoryFairFairFO26586
October 201459.4FairSatisfactoryFairFairFO25842
October 201259.4FairSatisfactoryFairFairFO25842
October 201070.7FairSatisfactorySatisfactoryGoodFO28806
October 200870.8FairSatisfactorySatisfactoryGoodFO28025
October 200670.8FairSatisfactorySatisfactoryGoodFO28025
July 200470.8FairSatisfactorySatisfactoryGoodFO28025
November 200270.6FairSatisfactorySatisfactoryGoodFO28025
September 200070.5FairGoodSatisfactoryGoodFO26766
December 199970.5GoodGoodGoodGoodFO26766
December 199870.5GoodGoodGoodGoodFO26766
July 199659.5FairGoodFairSatisfactoryFO21773
November 199449.0FairGoodFairSatisfactoryFO21773
December 199249.0FairGoodFairSatisfactoryFO21773
October 199049.8FairGoodFairSatisfactoryFO17101