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I25 ML over DIRTY WOMAN CREEK R

Map 

Coordinates:
+39.08944, -104.86250
39°05'22" N, 104°51'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I25 ML over DIRTY WOMAN CREEK R
Structure number:H-17-BB
Location:JUST SOUTH OF SH 105
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.2 ft. [40.0 m]
Total length:324.2 ft. [98.8 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Vertical clearance below bridge:100.1 ft. [30.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:12,727 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.8Not deficientGoodVery GoodVery Good12727
January 201391.8Not deficientVery GoodVery GoodVery Good65700
December 201091.8Not deficientVery GoodVery GoodVery Good65700
January 200991.8Not deficientVery GoodVery GoodVery Good65700
November 200691.8Not deficientVery GoodVery GoodVery Good65700
January 200486.4Not deficientVery GoodVery GoodVery Good55971