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NEWMAN AVE. over BESSEMER DITCH

Map

Coordinates:
+38.26085, -104.64867
38°15'39" N, 104°38'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEWMAN AVE. over BESSEMER DITCH
Structure number:PUENWMN-0.0-VAL
Location:CORNER OF NEWMAN/VAIL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.3 ft. [6.2 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,083 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:96.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201496.9GoodGoodGoodGood-1083
November 201296.9GoodGoodGoodGood-1390
November 201096.9GoodGoodGoodGood-1390
November 200895.8GoodGoodGoodGood-2240
December 200695.8GoodGoodGoodGood-2240
November 200495.8GoodGoodGoodGood-2240
January 200395.8GoodGoodGoodGood-2240
February 200095.8GoodGoodGoodGood-2240
February 199995.8GoodGoodGoodGood-2240
February 199895.8GoodGoodGoodGood-2240
March 199697.0GoodGoodGoodGood-507
February 199497.0GoodGoodGoodGood-507
March 199297.0GoodGoodGoodGood-507
March 199096.9GoodGoodGoodGood-1530

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3843721200
Deck
Reinforced Concrete Decksq. ft.1,1471,03211500
Wearing Surfacessq. ft.1,1471,03211500
Substructure
Reinforced Concrete Abutmentlinear ft.10597800
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Other Material Bridge Raillinear ft.4848000