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OLD SH 38 ML over I 25 ML @ FILLMORE

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201457.0FairSatisfactoryGoodSatisfactoryFO29249
October 201255.9FairSatisfactoryGoodSatisfactoryFO33900
December 201055.9FairSatisfactoryGoodGoodFO33900
December 200855.9FairSatisfactoryGoodGoodFO33900
November 200655.9FairSatisfactoryGoodGoodFO33900
November 200455.5FairSatisfactoryGoodGoodFO35727
November 200255.2GoodGoodGoodGoodFO37181
January 200153.1GoodGoodGoodGoodFO34534
November 199853.1GoodGoodGoodGoodFO34534
December 199655.9GoodGoodGoodGoodFO28600
September 199452.4GoodGoodGoodGoodFO27400
December 199257.5GoodGoodGoodGoodFO27400
November 199057.2GoodGoodGoodGoodFO28800