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SH21B SBND RAMP over PINE CREEK

Map 

Coordinates:
+38.97000, -104.74528
38°58'12" N, 104°44'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH21B SBND RAMP over PINE CREEK
Structure number:I-17-NV
Location:S. BND. POWERS BLVD.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:149.9 ft. [45.7 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:9,700 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:67.3 tons [61.2 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201697.7Not deficientVery GoodExcellentExcellent9700
January 201497.7Not deficientVery GoodExcellentExcellent9700
April 201297.7Not deficientVery GoodExcellentExcellent9700
July 201097.7Not deficientVery GoodExcellentExcellent9700
April 200897.7Not deficientVery GoodExcellentExcellent9700
June 200693.8Not deficientVery GoodExcellentExcellent26550
January 200420.0Not deficientVery GoodVery GoodVery Good54482