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PIKES PEAK TOLL RD over RESERVOIR SPILLWAY

Map 

Coordinates:
+38.89314, -105.06562
38°53'35" N, 105°03'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:76.3 tons [69.4 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:85.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201685.9FairSatisfactorySatisfactoryGood-768
April 201485.9FairSatisfactorySatisfactoryGood-768
December 201279.5FairSatisfactorySatisfactoryGood-1466
May 201079.5FairSatisfactorySatisfactoryVery Good-1466
April 200690.3FairSatisfactorySatisfactoryVery Good-359
April 200295.6GoodVery GoodVery GoodVery Good-343
May 200089.8GoodGoodVery GoodVery Good-343
September 199989.8GoodGoodVery GoodVery Good-343
September 199889.8GoodGoodVery GoodVery Good-343
October 199675.8GoodVery GoodVery GoodVery Good-1889
July 199475.8GoodExcellentExcellentExcellent-1889