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I 25 ML SBND over PINE CREEK

Map

Coordinates:
+38.93861, -104.81278
38°56'19" N, 104°48'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I 25 ML SBND over PINE CREEK
Structure number:I-17-GV
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:66.9 ft. [20.4 m]
Deck width edge-to-edge:70.9 ft. [21.6 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: July 2016

Good/Fair/Poor Condition:Good
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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:91.0 tons [82.7 metric tons]
Inventory rating:54.7 tons [49.7 metric tons]
Sufficiency rating:93.3
Estimated cost of work:$3,913,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201693.3GoodGoodGoodGood-50000
September 201493.3GoodGoodGoodGood-50000
July 201294.3GoodGoodGoodGood-39900
March 201174.2GoodVery GoodVery GoodVery Good-39900
August 200874.2GoodVery GoodVery GoodVery Good-39900
July 200674.0GoodVery GoodVery GoodVery Good-41550
August 200474.5GoodVery GoodVery GoodVery Good-37362