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RAMP TO I 25 SBND over RAMP TO I 25 NBND R

Map 

Coordinates:
+39.74722, -105.02222
39°44'50" N, 105°01'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO I 25 SBND over RAMP TO I 25 NBND R
Structure number:F-16-MX
Location:I25, US40, SH33, INTCHNG
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.2 ft. [40.0 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2005]
Truck traffic:6% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.7 tons [59.7 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201496.1Not deficientGoodGoodGood6300
March 201296.1Not deficientGoodVery GoodVery Good6300
April 201096.1Not deficientGoodVery GoodVery Good6300
March 200896.1Not deficientGoodVery GoodVery Good6300
February 200696.1Not deficientGoodVery GoodVery Good6200
March 200492.1Functionally obsoleteVery GoodVery GoodVery Good6200
March 200297.1Not deficientVery GoodVery GoodVery Good6200
February 200096.3Not deficientVery GoodVery GoodVery Good11800
March 199896.9Not deficientVery GoodVery GoodVery Good8041
January 199696.8Not deficientVery GoodVery GoodVery Good8041
January 199496.9Not deficientVery GoodVery GoodVery Good7310
March 199296.9Not deficientVery GoodVery GoodVery Good7310
February 199097.0Not deficientVery GoodVery GoodVery Good6800