Share:

US 24 ML EBND over FOUNTAIN CREEK

Map 

Coordinates:
+38.83962, -104.85773
38°50'23" N, 104°51'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 24 ML EBND over FOUNTAIN CREEK
Structure number:I-17-EQ
Location:IN COLORADO SPRINGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:29.9 ft. [9.1 m]
Total length:77.8 ft. [23.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:19,000 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$135,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201478.9Functionally obsoleteSatisfactoryGoodSatisfactory19000
October 201278.8Functionally obsoleteSatisfactoryGoodSatisfactory19700
December 201078.8Functionally obsoleteSatisfactoryGoodSatisfactory19700
December 200878.8Functionally obsoleteSatisfactoryGoodSatisfactory19700
November 200678.7Functionally obsoleteSatisfactoryGoodSatisfactory21100
December 200478.8Functionally obsoleteSatisfactoryGoodSatisfactory20370
November 200278.7Functionally obsoleteSatisfactoryGoodSatisfactory21388
January 200177.5Functionally obsoleteSatisfactoryGoodSatisfactory21034
November 199877.5Functionally obsoleteSatisfactoryGoodSatisfactory21034
December 199678.0Functionally obsoleteSatisfactoryGoodSatisfactory16200
October 199478.4Functionally obsoleteSatisfactoryGoodSatisfactory16200
October 199275.0Functionally obsoleteSatisfactoryGoodSatisfactory15800
October 199075.1Functionally obsoleteSatisfactoryGoodSatisfactory14500