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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 2014 

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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201485.9Not deficientSatisfactorySatisfactoryGood768
December 201279.5Not deficientSatisfactorySatisfactoryGood1466
May 201079.5Not deficientSatisfactorySatisfactoryVery Good1466
April 200690.3Not deficientSatisfactorySatisfactoryVery Good359
April 200295.6Not deficientVery GoodVery GoodVery Good343
May 200089.8Not deficientGoodVery GoodVery Good343
200089.8Not deficientGoodVery GoodVery Good343
September 199889.8Not deficientGoodVery GoodVery Good343
October 199675.8Not deficientVery GoodVery GoodVery Good1889
July 199475.8Not deficientExcellentExcellentExcellent1889