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I 25 SBND RAMP over MONUMENT CREEK

Map 

Coordinates:
+38.91428, -104.81906
38°54'51" N, 104°49'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 SBND RAMP over MONUMENT CREEK
Structure number:I-17-NM
Location:IN COLORADO SPGS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:130.9 ft. [39.9 m]
Total length:460.3 ft. [140.3 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:5,578 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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 the assessed or calculated scour condition. [8]
Operating rating:62.7 tons [57.0 metric tons]
Inventory rating:47.1 tons [42.8 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.5Not deficientSatisfactoryGoodVery Good5578
August 201297.5Not deficientGoodVery GoodVery Good5455
August 201097.5Not deficientVery GoodVery GoodVery Good5455
September 200897.5Not deficientVery GoodVery GoodVery Good5455