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YOSEMITE ST over HIGHLINE CANAL

Map 

Coordinates:
+39.66447, -104.88468
39°39'52" N, 104°53'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:YOSEMITE ST over HIGHLINE CANAL
Structure number:D-10-HC-280
Location:.1 MI N OF CORNELL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.2 ft. [8.6 m]
Total length:28.2 ft. [8.6 m]
Roadway width between curbs:103.0 ft. [31.4 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Skew angle:46°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:1,621 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.5 tons [33.2 metric tons]
Sufficiency rating:79.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201479.9Not deficient---1621
December 201279.9Not deficient---1621
December 201080.6Not deficient---1528
September 200880.6Not deficient---1528
January 200779.3Not deficient---1709
September 200479.3Not deficient---1709
November 200279.3Not deficient---1709
July 200096.7Not deficient---2049
December 199996.7Not deficient---2049
December 199896.7Not deficient---2049
March 199696.8Not deficient---1565
November 199496.8Not deficient---1565