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QUINCY AVE. over I25 ML & LRT

Map 

Coordinates:
+39.63750, -104.90972
39°38'15" N, 104°54'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:QUINCY AVE. over I25 ML & LRT
Structure number:F-17-NX
Location:JUST N OF I-225 INTRCHNGE
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:122.1 ft. [37.2 m]
Total length:280.2 ft. [85.4 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:2004
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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,932 [as of 2013]
Truck traffic:6% 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:82.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201482.7Not deficientVery GoodVery GoodVery Good10932
March 201282.6Not deficientVery GoodVery GoodVery Good12200
February 201082.6Not deficientVery GoodVery GoodVery Good12200
December 200799.0Not deficientVery GoodVery GoodVery Good1
January 200485.9Not deficientVery GoodVery GoodVery Good5000
January 2003100.0Not deficient---182595