Share:

EB 6TH AVENUE over RR SEMINOLE & LIPAN

Map

Coordinates:
+39.72556, -105.00588
39°43'32" N, 105°00'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB 6TH AVENUE over RR SEMINOLE & LIPAN
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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Fair
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory3215471.9
January 2015FairSatisfactoryGoodSatisfactory3215471.9
January 2013FairSatisfactorySatisfactorySatisfactory3215471.9
January 2011FairSatisfactorySatisfactoryGood3429771.6
February 2009FairFairFairSatisfactory3429758.8
October 2006FairFairFairSatisfactory3436158.8
August 2004FairFairSatisfactorySatisfactory3436170.8
October 2002FairGoodGoodFair3436159.6
September 2000FairGoodGoodSatisfactory3294258.0
December 1999GoodGoodGoodGood3294258.0
December 1998GoodGoodGoodGood3294258.0
June 1996FairFairFairSatisfactory2321249.5
December 1994FairFairFairSatisfactory2321222.2
December 1992FairFairFairSatisfactory2321222.2
October 1990FairFairFairSatisfactory2681022.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.11,53011,41012000
Steel Protective Coatingsq. ft.11,5308,5282,8820120
Deck
Reinforced Concrete Decksq. ft.75,79062,90612,88400
Wearing Surfacessq. ft.75,79072,0003,79000
Substructure
Steel Columneach7566810
Steel Protective Coatingsq. ft.75550020
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.126119340
Concrete Protective Coatingsq. ft.126000126
Steel Pier Caplinear ft.990990000
Steel Protective Coatingsq. ft.990990000
Reinforced Concrete Pier Caplinear ft.6262000
Joints
Assembly with Sealeach117972000
Bearings
Elastomeric Bearingeach154152020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,8602,860000
Other Material Bridge Raillinear ft.6060000