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RAMP TO I 25 NBND over FOUNTAIN CREEK R

Map 

Coordinates:
+38.82841, -104.83485
38°49'42" N, 104°50'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO I 25 NBND over FOUNTAIN CREEK R
Structure number:I-17-DH
Location:IN COLORADO SPRINGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:35.4 ft. [10.8 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:15°
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:Prestressed concrete [5]
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:10,972 [as of 2013]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:61.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$231,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201461.9Not deficientSatisfactoryGoodSatisfactory10972
September 201262.2Not deficientSatisfactoryGoodGood9440
September 201062.2Not deficientSatisfactoryVery GoodGood9440
August 200862.2Not deficientSatisfactoryVery GoodGood9440
August 200662.2Not deficientSatisfactoryVery GoodGood9440
September 200462.4Not deficientSatisfactoryVery GoodGood8800
July 200262.4Not deficientSatisfactoryVery GoodGood8800
September 200061.7Not deficientSatisfactoryVery GoodGood10200
July 199861.7Not deficientSatisfactoryVery GoodGood10200
August 199673.4Not deficientSatisfactoryVery GoodGood8020
September 199473.5Not deficientFairVery GoodGood7300
August 199276.8Not deficientSatisfactoryVery GoodGood7300
August 199077.1Not deficientSatisfactoryVery GoodGood6000