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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201697.7GoodVery GoodExcellentExcellent-9700
January 201497.7GoodVery GoodExcellentExcellent-9700
April 201297.7GoodVery GoodExcellentExcellent-9700
July 201097.7GoodVery GoodExcellentExcellent-9700
April 200897.7GoodVery GoodExcellentExcellent-9700
June 200693.8GoodVery GoodExcellentExcellent-26550
January 200420.0GoodVery GoodVery GoodVery Good-54482