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PIKES PEAK AVENUE over SHOOKS RUN

Map

Coordinates:
+38.83367, -104.81322
38°50'01" N, 104°48'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PIKES PEAK AVENUE over SHOOKS RUN
Structure number:CSG-H.15-08.69A
Location:NEAR EL PASO STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,708 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:58.2 tons [52.9 metric tons]
Sufficiency rating:90.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201690.1FairSatisfactoryGoodGood-18708
April 201490.1FairSatisfactoryGoodGood-18708
April 201289.7FairSatisfactoryGoodVery Good-22369
April 201089.7FairSatisfactoryGoodVery Good-22369
February 200889.6FairSatisfactoryGoodVery Good-23728
May 200689.6GoodGoodVery GoodVery Good-23728
May 200489.6GoodVery GoodVery GoodVery Good-23728