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US 50 ML WBND over WILLIAMS CREEK

Map

Coordinates:
+38.31359, -104.65743
38°18'49" N, 104°39'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML WBND over WILLIAMS CREEK
Structure number:K-18-O
Location:15.5 MI E OF FREMONT-PUEB
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:49.2 ft. [15.0 m]
Total length:109.3 ft. [33.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.8 tons [41.6 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Sufficiency rating:73.1
Estimated cost of work:$208,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201673.1FairGoodSatisfactorySatisfactoryFO18500
December 201473.1FairGoodSatisfactorySatisfactoryFO18500
December 201273.0GoodGoodGoodGoodFO19700
December 201073.0GoodGoodGoodGoodFO19700
November 200873.0GoodGoodGoodGoodFO19700
October 200672.9GoodGoodGoodGoodFO20800
November 200480.0GoodGoodGoodGoodFO16869
December 200279.0GoodGoodGoodGood-17325
November 200076.3GoodGoodGoodGoodFO13950
December 199876.3GoodGoodGoodGoodFO13950
November 199679.1GoodGoodGoodGood-7350
November 199479.3GoodGoodGoodGood-7350
December 199259.7GoodVery GoodVery GoodGoodFO6300
November 199059.1GoodGoodGoodGoodFO11000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.876866820
Deck
Reinforced Concrete Decksq. ft.3,8983,8593900
Wearing Surfacessq. ft.3,89803,89800
Substructure
Reinforced Concrete Pier Walllinear ft.4645010
Masonry Abutmentlinear ft.8275700
Reinforced Concrete Pier Caplinear ft.131124610
Joints
Open Jointlinear ft.4104100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.219219000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.219219000