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FRANKLIN STREET over I 25 ML

Map 

Coordinates:
+39.68611, -104.96861
39°41'10" N, 104°58'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRANKLIN STREET over I 25 ML
Structure number:F-17-NI
Location:IN DENVER
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:121.7 ft. [37.1 m]
Total length:314.0 ft. [95.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:33°
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,157 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:45.0 tons [40.9 metric tons]
Sufficiency rating:91.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201691.8GoodVery GoodVery GoodVery Good-2157
March 201491.8GoodVery GoodVery GoodVery Good-2157
February 201292.8GoodVery GoodVery GoodVery Good-1700
February 201096.8GoodVery GoodVery GoodVery Good-1700
February 200896.5GoodVery GoodVery GoodVery Good-5000
January 200378.0GoodVery GoodVery GoodVery Good-5000