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BOULDER STREET over SHOOKS RUN

Map 

Coordinates:
+38.83930, -104.81539
38°50'21" N, 104°48'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOULDER STREET over SHOOKS RUN
Structure number:CSG-H.00-09.08A
Location:JUST E OF N CORONA STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.8 ft. [17.0 m]
Total length:64.6 ft. [19.7 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:85.6 ft. [26.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:7,733 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:76.5 tons [69.5 metric tons]
Inventory rating:36.2 tons [32.9 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201495.3Not deficientGoodVery GoodGood7733
December 201295.2Not deficientGoodVery GoodGood8498
April 201095.2Not deficientGoodVery GoodGood8498
May 200695.2Not deficientGoodVery GoodGood8822
May 200295.6Not deficientExcellentExcellentExcellent8247
June 200096.2Not deficientGoodVery GoodGood8247
October 199996.2Not deficientVery GoodVery GoodVery Good8247
October 199896.2Not deficientVery GoodVery GoodVery Good8247
November 199695.3Not deficientExcellentExcellentExcellent7171