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JACKSON ST. over BESSEMER DITCH

Map

Coordinates:
+38.25536, -104.63141
38°15'19" N, 104°37'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JACKSON ST. over BESSEMER DITCH
Structure number:PUEJKSN-0.0-ADM
Location:CORNER OF JACKSON/ADAM
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1933
Year reconstructed:1973
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,420 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:75.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201475.2Fair6 out of 10-2420
November 201275.1Fair6 out of 10-3494
November 201075.1Fair6 out of 10-3494
November 200875.1Fair6 out of 10-3560
December 200675.1Fair6 out of 10-3560
November 200475.1Fair6 out of 10-3560
January 200373.5Fair6 out of 10-3560
February 200073.6Fair6 out of 10-1058
February 199973.6Fair6 out of 10-1058
February 199873.6Fair6 out of 10-1058
March 199673.7Fair6 out of 10-1022
February 199473.7Fair6 out of 10-1022
March 199273.7Fair6 out of 10-1022
March 199073.5Fair6 out of 10-2305

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.5244620
Wearing Surfacessq. ft.5244620
Bridge Rail
Other Material Bridge Raillinear ft.4444000