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N. BANNOCK ST over CHERRY CREEK

Map 

Coordinates:
+39.72984, -104.99098
39°43'47" N, 104°59'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. BANNOCK ST over CHERRY CREEK
Structure number:D-01-CC-168
Location:BANNOCK ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:82.4 ft. [25.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 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:Good
Status:Open, no restriction [A]
Average daily traffic:2,852 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:77.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$477,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.7GoodGoodGoodVery GoodFO2852
October 201477.7GoodGoodGoodVery GoodFO2635
October 201277.7FairSatisfactoryGoodVery GoodFO2635
October 201077.7FairSatisfactoryGoodVery GoodFO2700
October 200877.7GoodGoodGoodVery GoodFO2868
October 200677.7GoodGoodGoodVery GoodFO2868
July 200477.7GoodGoodVery GoodVery GoodFO2868
October 200277.7GoodVery GoodVery GoodVery GoodFO2868
September 200077.6GoodVery GoodVery GoodVery GoodFO3675
December 199977.6GoodVery GoodVery GoodVery GoodFO3675
December 199877.6GoodVery GoodVery GoodVery GoodFO3675
July 199677.6GoodGoodVery GoodVery Good-2940
November 199477.8GoodGoodVery GoodVery Good-2940
December 199277.8GoodVery GoodVery GoodVery Good-2940
October 199078.0GoodVery GoodVery GoodVery Good-1649