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ROSEMARY WAY over GOLDSMITH GULCH

Map 

Coordinates:
+39.64904, -104.89809
39°38'57" N, 104°53'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROSEMARY WAY over GOLDSMITH GULCH
Structure number:D-11-GG-170A
Location:JUST W OF TAMARAC DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.4 ft. [5.0 m]
Total length:33.8 ft. [10.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:2,144 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.8Not deficient---2144
December 201296.8Not deficient---2144
December 201096.8Not deficient---2261
September 200896.8Not deficient---2261
January 200796.8Not deficient---2094
August 200496.8Not deficient---2094
October 200296.8Not deficient---2094
July 200096.8Not deficient---2110
December 199996.8Not deficient---2110
December 199896.8Not deficient---2110
May 199696.8Not deficient---2042
November 199496.8Not deficient---2042