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WM. M. WHITE BLVD. over UNNAMED DRAW

Map

Coordinates:
+38.27939, -104.51169
38°16'46" N, 104°30'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WM. M. WHITE BLVD. over UNNAMED DRAW
Structure number:PUCO 0.40-565A
Location:0.6 MI FROM SH 50
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:96.8 ft. [29.5 m]
Total length:100.7 ft. [30.7 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1980
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,073 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201479.0FairSatisfactorySatisfactorySatisfactory-2073
November 201279.0FairSatisfactorySatisfactoryGood-3598
November 201079.0FairSatisfactoryGoodGood-3598
November 200679.0GoodGoodGoodGood-3034
January 200379.0GoodGoodGoodGood-3034

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,1091,109000
Deck
Reinforced Concrete Decksq. ft.7,81407,81400
Wearing Surfacessq. ft.7,8147,814000
Substructure
Reinforced Concrete Abutmentlinear ft.1636310000
Joints
Strip Seal Jointlinear ft.123012300
Pourable Jointlinear ft.203199400
Other Jointlinear ft.101101000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.202202000
Steel Protective Coatingsq. ft.202202000