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I 25 ML NBND over ELLSTON ROAD

Map 

Coordinates:
+38.88434, -104.83558
38°53'04" N, 104°50'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 ML NBND over ELLSTON ROAD
Structure number:I-17-DP
Location:IN COLORADO SPRINGS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:61.0 ft. [18.6 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Owner:State Highway Agency [01]
Year built:1959
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 continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:55,500 [as of 2011]
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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.6 tons [79.6 metric tons]
Inventory rating:43.0 tons [39.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$285,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201471.4Functionally obsoleteGoodGoodGood55500
August 201273.7Functionally obsoleteGoodGoodGood52500
August 201069.7Functionally obsoleteGoodGoodGood52500
August 200869.7Functionally obsoleteGoodGoodGood52500
September 200685.3Not deficientGoodGoodGood54550
September 200467.8Functionally obsoleteSatisfactoryGoodGood50764
August 200267.8Functionally obsoleteSatisfactoryGoodGood50776
September 200064.4Functionally obsoleteSatisfactoryGoodGood49439
July 199863.3Functionally obsoleteSatisfactoryGoodGood49439
October 199666.9Functionally obsoleteSatisfactoryGoodGood38000
September 199465.3Functionally obsoleteSatisfactorySatisfactoryGood33100
September 199268.1Functionally obsoleteSatisfactoryGoodGood33100
August 199068.5Functionally obsoleteSatisfactorySatisfactorySatisfactory28800