Share:

EB 6TH AVENUE over RR SEMINOLE & LIPAN ST

Map 

Coordinates:
+39.72563, -105.00359
39°43'32" N, 105°00'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB 6TH AVENUE over RR SEMINOLE & LIPAN ST
Structure number:D-03-V-161
Location:FROM I25 TO KALAMATH
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:1430.2 ft. [435.9 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:18
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:32,154 [as of 2013]
Truck traffic:5% 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 corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
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:48.2 tons [43.8 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,214,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201571.9Functionally obsoleteSatisfactoryGoodSatisfactory32154
January 201371.9Functionally obsoleteSatisfactorySatisfactorySatisfactory32154
January 201171.6Functionally obsoleteSatisfactorySatisfactoryGood34297
February 200958.8Functionally obsoleteFairFairSatisfactory34297
October 200658.8Functionally obsoleteFairFairSatisfactory34361
August 200470.8Functionally obsoleteFairSatisfactorySatisfactory34361
October 200259.6Functionally obsoleteGoodGoodFair34361
September 200058.0Functionally obsoleteGoodGoodSatisfactory32942
December 199958.0Functionally obsoleteGoodGoodGood32942
December 199858.0Functionally obsoleteGoodGoodGood32942
June 199649.5Functionally obsoleteFairFairSatisfactory23212
December 199422.2Structurally deficientFairFairSatisfactory23212
December 199222.2Structurally deficientFairFairSatisfactory23212
October 199022.2Structurally deficientFairFairSatisfactory26810