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RAMP TO I 25 ML over SOUTH PLATTE RIVER R

Map 

Coordinates:
+39.73056, -105.02500
39°43'50" N, 105°01'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO I 25 ML over SOUTH PLATTE RIVER R
Structure number:F-16-NK
Location:IN DENVER
Purpose:Carries highway overpass over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.9 ft. [39.3 m]
Total length:361.9 ft. [110.3 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1987
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:63,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
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:74.7 tons [67.9 metric tons]
Inventory rating:44.8 tons [40.7 metric tons]
Sufficiency rating:89.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201489.1Not deficientVery GoodVery GoodGood63000
April 201289.1Not deficientVery GoodVery GoodGood63000
March 201089.1Not deficientVery GoodVery GoodGood63000
March 200889.1Not deficientVery GoodVery GoodGood63000
March 200689.1Not deficientVery GoodVery GoodGood63000
April 200489.6Not deficientVery GoodVery GoodGood60000
March 200289.6Not deficientVery GoodVery GoodGood60000
March 200091.9Not deficientVery GoodVery GoodGood43400
April 199891.9Not deficientVery GoodVery GoodGood43400
February 199692.4Not deficientVery GoodVery GoodGood37620
March 199492.9Not deficientVery GoodVery GoodGood34200
March 199292.9Not deficientGoodGoodGood34200
March 199093.0Not deficientVery GoodVery GoodGood33300