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I 25 ML NBND over PINE CREEK

Map 

Coordinates:
+38.94000, -104.81278
38°56'24" N, 104°48'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 ML NBND over PINE CREEK
Structure number:I-17-GK
Location:1.4 MI N OF JCT I-25 BUS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:112.9 ft. [34.4 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Owner:State Highway Agency [01]
Year built:2002
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:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:50,000 [as of 2011]
Truck traffic:10% 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]
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 assessed or calculated scour condition. [5]
Operating rating:79.1 tons [71.9 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Sufficiency rating:88.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201488.0Not deficientGoodGoodGood50000
July 201289.0Not deficientGoodGoodGood39900
March 201174.2Not deficientVery GoodVery GoodVery Good39900
August 200874.2Not deficientVery GoodVery GoodVery Good39900
July 200674.0Not deficientVery GoodVery GoodVery Good41550
August 200474.5Not deficientVery GoodVery GoodVery Good37362