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OLD SH 38 ML over I 25 ML @ FILLMORE

Map 

Coordinates:
+38.87643, -104.83487
38°52'35" N, 104°50'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD SH 38 ML over I 25 ML @ FILLMORE
Structure number:I-17-DY
Location:IN COLORADO SPRINGS
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:233.9 ft. [71.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:29,249 [as of 2013]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$942,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201457.0Functionally obsoleteSatisfactoryGoodSatisfactory29249
October 201255.9Functionally obsoleteSatisfactoryGoodSatisfactory33900
December 201055.9Functionally obsoleteSatisfactoryGoodGood33900
December 200855.9Functionally obsoleteSatisfactoryGoodGood33900
November 200655.9Functionally obsoleteSatisfactoryGoodGood33900
November 200455.5Functionally obsoleteSatisfactoryGoodGood35727
November 200255.2Functionally obsoleteGoodGoodGood37181
January 200153.1Functionally obsoleteGoodGoodGood34534
November 199853.1Functionally obsoleteGoodGoodGood34534
December 199655.9Functionally obsoleteGoodGoodGood28600
September 199452.4Functionally obsoleteGoodGoodGood27400
December 199257.5Functionally obsoleteGoodGoodGood27400
November 199057.2Functionally obsoleteGoodGoodGood28800