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PIKES PEAK TOLL RD over RESERVOIR SPILLWAY

Map

Coordinates:
+38.91991, -105.02359
38°55'12" N, 105°01'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PIKES PEAK TOLL RD over RESERVOIR SPILLWAY
Structure number:CSG-PIKES PEAKA
Location:AT MILE POST 6.5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Tolls:Yes, on toll road [2]
Length of largest span:54.1 ft. [16.5 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:768 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactoryGood76885.9
April 2014FairSatisfactorySatisfactoryGood76885.9
December 2012FairSatisfactorySatisfactoryGood146679.5
May 2010FairSatisfactorySatisfactoryVery Good146679.5
April 2006FairSatisfactorySatisfactoryVery Good35990.3
April 2002GoodVery GoodVery GoodVery Good34395.6
May 2000GoodGoodVery GoodVery Good34389.8
September 1999GoodGoodVery GoodVery Good34389.8
September 1998GoodGoodVery GoodVery Good34389.8
October 1996GoodVery GoodVery GoodVery Good188975.8
July 1994GoodExcellentExcellentExcellent188975.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.560056000
Deck
Prestressed Concrete Top Flangesq. ft.2,2851,44084500
Wearing Surfacessq. ft.2,2852,285000
Substructure
Reinforced Concrete Abutmentlinear ft.105103200
Bridge Rail
Other Material Bridge Raillinear ft.112112000