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RAMP TO I 25 NBND over FOUNTAIN CREEK R

Map 

Coordinates:
+38.80528, -104.80306
38°48'19" N, 104°48'11" 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-JB
Location:0.8 MI N. OF JCT I25 & SH
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.0 ft. [39.0 m]
Total length:928.2 ft. [282.9 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1990
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:8
Main spans material:Prestressed concrete continuous [6]
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:14,204 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:90.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201490.9Not deficientGoodVery GoodGood14204
September 201290.6Not deficientGoodVery GoodGood16000
September 201090.6Not deficientGoodVery GoodGood16000
August 200890.6Not deficientGoodVery GoodGood16000
August 200690.6Not deficientGoodVery GoodGood16000
August 200490.8Not deficientGoodVery GoodGood14600
July 200290.8Not deficientGoodVery GoodGood14600
August 200091.1Not deficientGoodVery GoodGood13000
July 199891.1Not deficientGoodVery GoodGood13000
August 199692.2Not deficientGoodVery GoodGood5080
August 199492.2Not deficientGoodVery GoodGood5000
January 199290.2Not deficientGoodVery GoodVery Good5000