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Dry Creek Drive over Dry Creek No. 1

Map

Coordinates:
+40.14783, -105.13310
40°08'52" N, 105°07'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Dry Creek Drive over Dry Creek No. 1
Structure number:LONG-DRYCR-BENT
Location:0.1 Mi So of Bent Way
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,499 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201596.1GoodGoodGoodGood-9499
September 201396.1GoodGoodGoodGood-9499
January 201196.2GoodGoodGoodVery Good-8505
January 200996.2GoodGoodGoodVery Good-8505
February 200797.0FairGoodGoodSatisfactory-6459
January 200597.0FairGoodGoodSatisfactory-6459
January 200397.0FairVery GoodVery GoodSatisfactory-6459
October 200086.0FairVery GoodVery GoodFair-2554
May 199997.0GoodVery GoodVery GoodVery Good-2554
May 199897.0GoodVery GoodVery GoodVery Good-2554
October 199697.0GoodVery GoodVery GoodVery Good-2003
November 199497.0Good----2003
December 199297.0Good----2003

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.114106800
Joints
Other Jointlinear ft.32011620400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6464000
Steel Protective Coatingsq. ft.6464000
Deck
Reinforced Concrete Slabsq. ft.1,8081,808000
Wearing Surfacessq. ft.1,4081,408000