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Lowell Street over Local Drainage

Map

Coordinates:
+39.94539, -105.03427
39°56'43" N, 105°02'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Lowell Street over Local Drainage
Structure number:BFD-LOWELL-136
Location:.2 Mi N of 136th Avenue
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,779 [as of 2016]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$113,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 101077990.9
January 2015Good7 out of 10972391.3
January 2013Good7 out of 10972391.3
December 2010Good7 out of 10959173.4
December 2008Good7 out of 10959173.4
December 2006Good7 out of 101056672.9
December 2004Good7 out of 101056673.9
November 2002Good8 out of 101056694.0
February 2000Good8 out of 10398496.5
March 1999Good9 out of 10398496.5
March 1998Good9 out of 10398496.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2281488000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5151000
Steel Protective Coatingsq. ft.5151000
Reinforced Concrete Bridge Raillinear ft.5151000