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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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,635 [as of 2013]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
October 201477.7Functionally obsoleteGoodGoodVery Good2635
October 201277.7Functionally obsoleteSatisfactoryGoodVery Good2635
October 201077.7Functionally obsoleteSatisfactoryGoodVery Good2700
October 200877.7Functionally obsoleteGoodGoodVery Good2868
October 200677.7Functionally obsoleteGoodGoodVery Good2868
July 200477.7Functionally obsoleteGoodVery GoodVery Good2868
October 200277.7Functionally obsoleteVery GoodVery GoodVery Good2868
September 200077.6Functionally obsoleteVery GoodVery GoodVery Good3675
December 199977.6Functionally obsoleteVery GoodVery GoodVery Good3675
December 199877.6Functionally obsoleteVery GoodVery GoodVery Good3675
July 199677.6Not deficientGoodVery GoodVery Good2940
November 199477.8Not deficientGoodVery GoodVery Good2940
December 199277.8Not deficientVery GoodVery GoodVery Good2940
October 199078.0Not deficientVery GoodVery GoodVery Good1649