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PERRY ST over WEIR GULCH

Map

Coordinates:
+39.71933, -105.03966
39°43'10" N, 105°02'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PERRY ST over WEIR GULCH
Structure number:D-17-WG-110
Location:NORTH OF 1ST AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:115.2 ft. [35.1 m]
Deck width edge-to-edge:117.5 ft. [35.8 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,032 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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:81.5 tons [74.1 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:96.5

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201796.5Fair6 out of 10-5032
January 201596.5Fair6 out of 10-5032
January 201396.5Fair6 out of 10-5032
January 201196.6Good7 out of 10-3801
September 200896.6Good7 out of 10-3801
November 200696.6Good7 out of 10-3959
October 200496.6Good7 out of 10-3959
October 200296.6Good7 out of 10-3959
July 200096.6Good7 out of 10-4209
December 199996.6Good7 out of 10-4209
December 199896.6Good7 out of 10-4209
May 199696.7Good7 out of 10-2780
November 199496.8Good7 out of 10-2780

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.163155620
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4040000
Steel Protective Coatingsq. ft.10,75310,753000