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PERRY STREET over LAKEWOOD GULCH

Map 

Coordinates:
+39.73117, -105.03939
39°43'52" N, 105°02'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PERRY STREET over LAKEWOOD GULCH
Structure number:D-16-LG-060A
Location:.10 MI NORTH OF 9TH AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
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:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:4,577 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:89.0 tons [80.9 metric tons]
Inventory rating:53.4 tons [48.5 metric tons]
Sufficiency rating:81.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201581.5Not deficientGoodGoodGood4577
January 201380.5Not deficientGoodGoodGood4577
January 201180.5Not deficientGoodGoodVery Good4557
September 200892.0Not deficientGoodGoodVery Good2279
November 200681.5Not deficientGoodGoodVery Good3970
September 200481.5Not deficientVery GoodVery GoodExcellent3970
October 200281.5Not deficientVery GoodVery GoodExcellent3970