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SH21-SB POWERS BLV over WOODMEN RD

Map 

Coordinates:
+38.93992, -104.72019
38°56'24" N, 104°43'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH21-SB POWERS BLV over WOODMEN RD
Structure number:I-17-NA
Location:SBND ML
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:222.1 ft. [67.7 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:21,500 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.6 tons [47.8 metric tons]
Inventory rating:31.6 tons [28.7 metric tons]
Sufficiency rating:90.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201690.5Not deficientVery GoodVery GoodVery Good21500
January 201490.5Not deficientVery GoodVery GoodVery Good21500
March 201288.6Not deficientVery GoodVery GoodVery Good20250
March 201088.6Not deficientVery GoodVery GoodVery Good20250
December 200886.5Not deficientVery GoodVery GoodVery Good40500