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8TH STREET over I25,DRGWRR,FOUNTAIN CRK

Map

Coordinates:
+38.27448, -104.60087
38°16'28" N, 104°36'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:8TH STREET over I25,DRGWRR,FOUNTAIN CRK
Structure number:PUE8TH-0.0-ALB
Location:Over and E of I-25
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:94.5 ft. [28.8 m]
Total length:1050.9 ft. [320.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1991
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:12
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,933 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:48.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201448.4PoorSatisfactorySatisfactoryPoorSD6933
November 201248.3PoorSatisfactorySatisfactoryPoorSD7517
December 201061.8FairSatisfactorySatisfactoryFairFO7517
November 200861.5FairSatisfactorySatisfactoryFairFO9547
October 200672.8FairSatisfactorySatisfactorySatisfactoryFO9547
September 200472.8FairSatisfactorySatisfactorySatisfactoryFO9547
January 200371.8FairFairSatisfactorySatisfactoryFO9547
February 200071.9FairFairSatisfactorySatisfactoryFO8716
April 199971.9FairFairSatisfactorySatisfactory-8716
April 199871.9FairFairSatisfactorySatisfactory-8716
October 199672.3FairFairSatisfactorySatisfactory-5161
June 199472.5FairFairSatisfactorySatisfactoryFO5161
July 199272.5FairFairSatisfactorySatisfactoryFO5161
December 198872.2FairFairGoodSatisfactoryFO8045

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,0001,9604000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Girder/Beamlinear ft.2,3592,22413050
Deck
Reinforced Concrete Decksq. ft.69,36658,56810,79800
Wearing Surfacessq. ft.69,36666,1903,17600
Superstructure
Reinforced Concrete Archlinear ft.46435490200
Substructure
Reinforced Concrete Columneach3626370
Reinforced Concrete Pier Walllinear ft.29419985100
Reinforced Concrete Abutmentlinear ft.125125000
Steel Pier Caplinear ft.132123900
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Pier Caplinear ft.890670441760
Joints
Strip Seal Jointlinear ft.8886020
Pourable Jointlinear ft.883012460
Open Jointlinear ft.5245700
Other Jointlinear ft.1,3201,132156320
Bearings
Elastomeric Bearingeach4444000
Bridge Rail
Other Material Bridge Raillinear ft.2,6022,55133180