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RAMP TO US 24 EBND over FOUNTAIN CREEK R

Map

Coordinates:
+38.80824, -104.80382
38°48'30" N, 104°48'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RAMP TO US 24 EBND over FOUNTAIN CREEK R
Structure number:I-17-IZ
Location:0.8 MI N. OF JCT I25 &
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:125.0 ft. [38.1 m]
Total length:672.9 ft. [205.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,188 [as of 2013]
Truck traffic:7% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.4 tons [70.4 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.7GoodGoodGoodGood-5188
September 201499.7GoodGoodVery GoodGood-5188
September 201298.4GoodGoodVery GoodGood-34500
September 201098.2GoodGoodVery GoodGood-34500
September 200898.2GoodGoodVery GoodGood-34500
August 200698.2GoodGoodVery GoodGood-34500
August 200499.7GoodGoodVery GoodGood-4050
October 200299.7GoodGoodVery GoodGood-4050
August 200099.4GoodGoodVery GoodGood-3700
July 199899.4GoodGoodVery GoodVery Good-3700
September 199699.0GoodVery GoodVery GoodVery Good-10400
July 199499.2GoodVery GoodVery GoodVery Good-10400
January 199297.2GoodGoodVery GoodVery Good-10400