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BOULDER STREET over SHOOKS RUN

Map

Coordinates:
+38.83930, -104.81539
38°50'21" N, 104°48'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201695.3GoodGoodVery GoodGood-7733
April 201495.3GoodGoodVery GoodGood-7733
December 201295.2GoodGoodVery GoodGood-8498
April 201095.2GoodGoodVery GoodGood-8498
May 200695.2GoodGoodVery GoodGood-8822
May 200295.6GoodExcellentExcellentExcellent-8247
June 200096.2GoodGoodVery GoodGood-8247
October 199996.2GoodVery GoodVery GoodVery Good-8247
October 199896.2GoodVery GoodVery GoodVery Good-8247
November 199695.3GoodExcellentExcellentExcellent-7171