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FLORIDA AVENUE over HIGHLINE CANAL

Map 

Coordinates:
+39.68932, -104.89476
39°41'22" N, 104°53'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FLORIDA AVENUE over HIGHLINE CANAL
Structure number:D-10-HC-295
Location:0.3 MI W OF PARKER ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:6,482 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$307,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201472.6Functionally obsoleteSatisfactoryGoodSatisfactory6482
December 201272.6Functionally obsoleteSatisfactoryGoodSatisfactory6482
December 201072.2Functionally obsoleteSatisfactoryGoodGood8051
October 200872.2Functionally obsoleteGoodGoodGood8051
December 200672.0Functionally obsoleteGoodGoodGood9414
September 200472.0Functionally obsoleteGoodGoodGood9414
November 200271.3Functionally obsoleteGoodGoodGood9414
July 200071.4Not deficientGoodGoodGood7476