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PERRY ST over WEIR GULCH

Map 

Coordinates:
+39.71933, -105.03966
39°43'10" N, 105°02'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
January 201596.5Not deficient---5032
January 201396.5Not deficient---5032
January 201196.6Not deficient---3801
September 200896.6Not deficient---3801
November 200696.6Not deficient---3959
October 200496.6Not deficient---3959
October 200296.6Not deficient---3959
July 200096.6Not deficient---4209
December 199996.6Not deficient---4209
December 199896.6Not deficient---4209
May 199696.7Not deficient---2780
November 199496.8Not deficient---2780