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I 25 SERVICE RD over PINE CREEK SR

Map

Coordinates:
+38.93866, -104.81337
38°56'19" N, 104°48'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I 25 SERVICE RD over PINE CREEK SR
Structure number:I-17-O
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:73.5 ft. [22.4 m]
Total length:188.7 ft. [57.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,068 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:33.7 tons [30.6 metric tons]
Inventory rating:20.1 tons [18.3 metric tons]
Sufficiency rating:46.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$653,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201646.3FairFairSatisfactoryFair-1068
August 201446.3FairFairSatisfactoryFair-1068
August 201235.8FairFairSatisfactoryFairFO8310
August 201046.0FairFairSatisfactoryFairFO8310
September 200853.6FairFairSatisfactorySatisfactoryFO8310
September 200653.6FairFairSatisfactorySatisfactoryFO8310
August 200458.0FairFairSatisfactorySatisfactoryFO7472
September 200057.7FairFairSatisfactorySatisfactoryFO7274
September 199857.7FairFairSatisfactorySatisfactoryFO7274
August 199657.9FairFairSatisfactorySatisfactoryFO6440
October 199457.8FairFairSatisfactorySatisfactoryFO6440
September 199256.6FairSatisfactorySatisfactorySatisfactoryFO6000
August 199056.6FairSatisfactoryGoodSatisfactoryFO6000