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I 225 ML over GOLDSMITH GULCH

Map 

Coordinates:
+39.63593, -104.89285
39°38'09" N, 104°53'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 225 ML over GOLDSMITH GULCH
Structure number:F-17-ES
Location:IN DENVER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:113,000 [as of 2011]
Truck traffic:6% of total traffic
Structural 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:70.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201570.0Not deficient---113000
July 201170.0Not deficient---112000
April 200970.0Not deficient---112000
June 200570.0Not deficient---91965
July 200170.0Not deficient---91957
June 199967.0Not deficient---90166
June 199767.0Not deficient---80000
April 199567.0Not deficient---80000
June 199367.0Not deficient---76200
May 199171.0Not deficient---65800