Share:

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 & SH
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 2014 

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:Very Good [8 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]
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:77.4 tons [70.4 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:99.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201499.7Not deficientGoodVery GoodGood5188
September 201298.4Not deficientGoodVery GoodGood34500
September 201098.2Not deficientGoodVery GoodGood34500
September 200898.2Not deficientGoodVery GoodGood34500
August 200698.2Not deficientGoodVery GoodGood34500
August 200499.7Not deficientGoodVery GoodGood4050
October 200299.7Not deficientGoodVery GoodGood4050
August 200099.4Not deficientGoodVery GoodGood3700
July 199899.4Not deficientGoodVery GoodVery Good3700
September 199699.0Not deficientVery GoodVery GoodVery Good10400
July 199499.2Not deficientVery GoodVery GoodVery Good10400
January 199297.2Not deficientGoodVery GoodVery Good10400