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BANNOCK ST over CHERRY CREEK

Map 

Coordinates:
+39.72843, -104.98978
39°43'42" N, 104°59'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BANNOCK ST over CHERRY CREEK
Structure number:D-01-CC-172
Location:BANNOCK ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:81.0 ft. [24.7 m]
Total length:83.7 ft. [25.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:Fair
Status:Open, no restriction [A]
Average daily traffic:3,824 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:83.5 tons [75.9 metric tons]
Inventory rating:50.1 tons [45.5 metric tons]
Sufficiency rating:77.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$485,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.5FairGoodSatisfactoryGoodFO3824
October 201477.6FairGoodSatisfactoryGoodFO3450
October 201277.6FairGoodSatisfactoryGoodFO3450
October 201077.5GoodGoodGoodGoodFO4227
October 200877.5GoodVery GoodGoodGoodFO4227
October 200677.5GoodVery GoodGoodGoodFO4509
July 200477.5GoodVery GoodVery GoodVery GoodFO4509
October 200277.5GoodVery GoodVery GoodVery GoodFO4509
September 200077.4GoodVery GoodVery GoodVery GoodFO4981
December 199977.4GoodVery GoodVery GoodVery GoodFO4981
December 199877.4GoodVery GoodVery GoodVery GoodFO4981
July 199677.3GoodGoodVery GoodGood-5467
November 199477.5GoodGoodVery GoodGood-5467
December 199277.5GoodGoodVery GoodGood-5467
October 199077.8GoodVery GoodExcellentVery Good-1649