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HOLLY ST over HIGHLINE CANAL

Map 

Coordinates:
+39.67565, -104.92226
39°40'32" N, 104°55'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLLY ST over HIGHLINE CANAL
Structure number:D-10-HC-170
Location:HOLLY AND ILIFF AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:6,955 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:55.2 tons [50.2 metric tons]
Inventory rating:33.1 tons [30.1 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201595.2Not deficientSatisfactorySatisfactorySatisfactory6955
January 201395.2Not deficientSatisfactorySatisfactorySatisfactory6955
January 201195.4Not deficientGoodSatisfactorySatisfactory4993
October 200895.4Not deficientGoodSatisfactorySatisfactory4993
January 200795.0Not deficientGoodSatisfactorySatisfactory8855
September 200495.0Not deficientGoodGoodGood8855
November 200294.9Not deficientGoodGoodGood8855
August 200094.7Not deficientVery GoodGoodGood8477
December 199994.7Not deficientVery GoodGoodGood8477
December 199894.7Not deficientVery GoodGoodGood8477
March 199694.7Not deficientGoodGoodGood8758
November 199496.3Not deficientGoodGoodGood8758