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ALAMEDA AVE over HIGHLINE CANAL

Map

Coordinates:
+39.71097, -104.86093
39°42'39" N, 104°51'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALAMEDA AVE over HIGHLINE CANAL
Structure number:AUR09.0-C.5
Location:0.2 MI E OF HAVANA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.8 ft. [4.5 m]
Total length:30.2 ft. [9.2 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:100.4 ft. [30.6 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,030 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Fair5 out of 103403076.8
October 2015Fair6 out of 103403089.0
October 2013Fair6 out of 103403089.0
October 2011Fair6 out of 103082389.8
November 2009Fair6 out of 103082389.8
October 2007Fair6 out of 103747488.2
October 2005Good7 out of 103747488.2
August 2003Good7 out of 103747488.2
July 2001Good7 out of 103535388.7
October 1999Good7 out of 103535388.7
October 1997Good7 out of 103535388.7
September 1995Good7 out of 102669691.0
October 1993Good7 out of 102669688.4
December 1991Good7 out of 102669672.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.21617117280
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5554001